******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 09:33:14 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 09:38:52 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 09:46:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 10:28:39 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 1.93 | 49.2 | 0.47 | 23.8 | |Simulation | 1.96 | 50.0 | 1.50 | 76.2 | |Close and stop | 0.01 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 3.93 |100.0 | 1.97 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 2.9 | 0.08 | 4.0 | |Continuity eq. | 0.13 | 3.2 | 0.09 | 4.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.49 | 12.4 | 0.44 | 22.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20475E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 10:28:42 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 09:46:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 10:29:42 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 19.1 | 0.39 | 20.3 | |Simulation | 1.65 | 80.5 | 1.53 | 79.7 | |Close and stop | 0.01 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.05 |100.0 | 1.92 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.9 | 0.09 | 4.9 | |Continuity eq. | 0.08 | 4.0 | 0.12 | 6.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.4 | 0.00 | 0.0 | |3D Morphology | 0.43 | 21.1 | 0.42 | 22.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19988E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 10:29:44 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:33:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 11:34:23 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.44 | 20.6 | 0.44 | 20.6 | |Simulation | 1.68 | 79.4 | 1.68 | 79.4 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.12 |100.0 | 2.12 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 2.9 | 0.08 | 3.7 | |Continuity eq. | 0.08 | 3.6 | 0.08 | 3.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.50 | 23.5 | 0.50 | 23.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.22100E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 11:34:25 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:33:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 11:40:35 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 6.3 | 0.39 | 20.5 | |Simulation | 5.84 | 93.7 | 1.51 | 79.5 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 6.23 |100.0 | 1.90 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 1.5 | 0.09 | 4.9 | |Continuity eq. | 0.05 | 0.7 | 0.05 | 2.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.02 | 0.8 | |3D Morphology | 4.67 | 75.0 | 0.42 | 22.1 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19825E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 11:40:41 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:33:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 11:42:24 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:57:00 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 11:57:38 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 1.2 | 0.37 | 20.5 | |Simulation | 32.89 | 98.8 | 1.44 | 78.6 | |Close and stop | 0.01 | 0.0 | 0.02 | 0.9 | | |------------- +|----- +|------------- +|----- +| |Total | 33.29 |100.0 | 1.83 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 0.3 | 0.09 | 5.1 | |Continuity eq. | 0.06 | 0.2 | 0.06 | 3.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 31.71 | 95.2 | 0.37 | 20.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19013E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 11:58:11 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:57:00 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 11:58:53 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 0.3 | 0.39 | 14.5 | |Simulation | 153.07 | 99.7 | 2.28 | 84.9 | |Close and stop | 0.09 | 0.1 | 0.02 | 0.6 | | |------------- +|----- +|------------- +|----- +| |Total | 153.56 |100.0 | 2.68 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 0.1 | 0.11 | 4.1 | |Continuity eq. | 0.16 | 0.1 | 0.16 | 5.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.0 | 0.03 | 1.2 | |3D Morphology | 147.36 | 96.0 | 0.66 | 24.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.27950E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 12:01:27 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 11:57:00 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:02:56 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.37 | 18.2 | 0.37 | 19.4 | |Simulation | 1.69 | 81.8 | 1.56 | 80.6 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.06 |100.0 | 1.93 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.8 | 0.09 | 4.8 | |Continuity eq. | 0.08 | 3.7 | 0.08 | 4.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.36 | 17.4 | 0.36 | 18.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20150E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 12:02:58 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:08:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:08:22 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 19.5 | 0.39 | 21.2 | |Simulation | 1.59 | 79.7 | 1.44 | 78.0 | |Close and stop | 0.02 | 0.8 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.00 |100.0 | 1.84 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 2.4 | 0.05 | 2.5 | |Continuity eq. | 0.14 | 7.1 | 0.14 | 7.6 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.8 | 0.02 | 0.8 | |3D Morphology | 0.44 | 21.8 | 0.44 | 23.7 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19175E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 12:08:24 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:08:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:19:52 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 0.1 | 0.39 | 19.1 | |Simulation | 306.03 | 99.9 | 1.64 | 80.2 | |Close and stop | 0.02 | 0.0 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 306.44 |100.0 | 2.04 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.0 | 0.05 | 2.3 | |Continuity eq. | 0.17 | 0.1 | 0.17 | 8.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 233.44 | 76.2 | 0.41 | 19.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21288E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 12:24:58 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:08:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:28:52 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:08:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:38:42 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:55:33 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:55:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.38 | 4.0 | 0.37 | 19.8 | |Simulation | 8.98 | 96.0 | 1.51 | 80.2 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 9.35 |100.0 | 1.89 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 0.7 | 0.08 | 4.1 | |Continuity eq. | 0.07 | 0.7 | 0.06 | 3.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 7.81 | 83.5 | 0.50 | 26.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19663E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 12:55:58 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 12:58:16 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 12:59:30 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:13:52 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:14:10 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 20.2 | 0.39 | 20.7 | |Simulation | 1.61 | 79.8 | 1.50 | 79.3 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.01 |100.0 | 1.89 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 3.1 | 0.06 | 3.3 | |Continuity eq. | 0.11 | 5.4 | 0.11 | 5.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.40 | 20.0 | 0.41 | 21.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19663E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 13:14:12 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:16:31 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 19.7 | 0.39 | 20.2 | |Simulation | 1.64 | 79.5 | 1.53 | 79.0 | |Close and stop | 0.02 | 0.8 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.06 |100.0 | 1.93 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.7 | 0.06 | 3.2 | |Continuity eq. | 0.09 | 4.5 | 0.09 | 4.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.8 | 0.03 | 1.6 | |3D Morphology | 0.42 | 20.4 | 0.42 | 21.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20150E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 13:16:33 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:22:16 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 19.1 | 0.39 | 20.0 | |Simulation | 1.64 | 80.2 | 1.54 | 79.2 | |Close and stop | 0.01 | 0.7 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.04 |100.0 | 1.95 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.9 | 0.09 | 4.8 | |Continuity eq. | 0.08 | 3.8 | 0.08 | 4.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.8 | 0.00 | 0.0 | |3D Morphology | 0.42 | 20.5 | 0.42 | 21.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20313E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 13:22:18 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:23:56 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:28:50 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:30:43 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:15:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:31:56 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:32:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:32:35 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:32:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:34:07 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:32:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:41:47 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:32:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:43:04 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:32:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:45:07 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:47:43 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:47:58 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:47:43 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:51:08 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:47:43 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:51:45 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:47:43 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:52:56 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:58:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:58:23 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:58:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 13:58:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 13:58:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:10:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:13:43 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:14:12 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 0.4 | 0.39 | 19.2 | |Simulation | 98.14 | 99.6 | 1.62 | 80.0 | |Close and stop | 0.01 | 0.0 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 98.55 |100.0 | 2.03 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.14 | 0.1 | 0.14 | 6.9 | |Continuity eq. | 0.04 | 0.0 | 0.05 | 2.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.0 | 0.02 | 0.8 | |3D Morphology | 96.85 | 98.3 | 0.42 | 20.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21125E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 14:15:50 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:41:15 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:41:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:41:15 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:43:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:44:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:45:01 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 18.8 | 0.37 | 19.7 | |Simulation | 1.67 | 80.4 | 1.51 | 79.5 | |Close and stop | 0.02 | 0.8 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.08 |100.0 | 1.90 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 3.0 | 0.06 | 3.3 | |Continuity eq. | 0.06 | 2.9 | 0.06 | 3.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.39 | 18.8 | 0.39 | 20.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19825E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 14:45:03 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:44:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:45:13 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:44:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:48:27 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 18.8 | 0.39 | 20.2 | |Simulation | 1.67 | 80.5 | 1.53 | 79.0 | |Close and stop | 0.02 | 0.7 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.07 |100.0 | 1.93 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.7 | 0.08 | 4.0 | |Continuity eq. | 0.13 | 6.0 | 0.12 | 6.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.37 | 18.1 | 0.37 | 19.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20150E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 14:48:29 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:50:25 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:51:33 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:50:25 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:53:40 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:54:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:54:38 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:56:17 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:56:27 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 19.5 | 0.39 | 20.7 | |Simulation | 1.61 | 80.5 | 1.50 | 79.3 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.00 |100.0 | 1.89 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 3.3 | 0.06 | 3.3 | |Continuity eq. | 0.16 | 7.9 | 0.16 | 8.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 0.49 | 24.7 | 0.51 | 27.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19663E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 14:56:28 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:56:17 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:57:33 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:57:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:58:00 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 14:57:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 14:59:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:00:28 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:00:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:04:38 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:05:36 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.48 | 0.9 | 0.45 | 22.1 | |Simulation | 51.57 | 99.1 | 1.59 | 77.9 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 52.05 |100.0 | 2.04 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 0.2 | 0.11 | 5.3 | |Continuity eq. | 0.13 | 0.2 | 0.12 | 6.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 50.19 | 96.4 | 0.30 | 14.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21288E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 15:06:28 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:04:38 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:09:42 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:41:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:41:21 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:42:06 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:42:22 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.40 | 20.3 | 0.41 | 22.8 | |Simulation | 1.59 | 79.7 | 1.37 | 77.2 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.00 |100.0 | 1.78 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.9 | 0.08 | 4.4 | |Continuity eq. | 0.11 | 5.4 | 0.11 | 6.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.02 | 0.9 | |3D Morphology | 0.40 | 20.2 | 0.39 | 21.9 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.18525E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 15:42:24 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:46:50 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:46:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 20.8 | 0.42 | 22.0 | |Simulation | 1.58 | 79.2 | 1.50 | 78.0 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.99 |100.0 | 1.92 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.14 | 7.0 | 0.14 | 7.3 | |Continuity eq. | 0.09 | 4.7 | 0.09 | 4.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.8 | 0.02 | 0.8 | |3D Morphology | 0.42 | 21.2 | 0.42 | 22.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19988E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 15:47:01 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:50:25 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.40 | 18.9 | 0.39 | 19.4 | |Simulation | 1.72 | 81.1 | 1.62 | 80.6 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.12 |100.0 | 2.01 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 3.0 | 0.06 | 3.1 | |Continuity eq. | 0.10 | 4.5 | 0.09 | 4.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.50 | 23.6 | 0.50 | 24.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20963E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 15:50:27 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 15:51:31 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 16:00:37 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 16:05:06 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.43 | 3.1 | 0.44 | 21.7 | |Simulation | 13.48 | 96.8 | 1.56 | 77.5 | |Close and stop | 0.02 | 0.1 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 13.93 |100.0 | 2.01 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 0.7 | 0.02 | 0.8 | |Continuity eq. | 0.05 | 0.4 | 0.05 | 2.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 12.19 | 87.5 | 0.48 | 24.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20963E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 16:05:20 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 16:06:11 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 16:11:22 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 16:12:52 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 15:50:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:36:13 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:38:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:38:55 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:38:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:41:10 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:38:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:42:18 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:38:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:42:50 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:38:46 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:49:24 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:56:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 18:57:02 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-04 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.42 | 3.4 | 0.41 | 21.5 | |Simulation | 12.09 | 96.5 | 1.47 | 77.7 | |Close and stop | 0.02 | 0.1 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 12.53 |100.0 | 1.89 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.13 | 1.0 | 0.12 | 6.6 | |Continuity eq. | 0.08 | 0.6 | 0.08 | 4.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 10.69 | 85.3 | 0.28 | 14.9 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19663E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 18:57:14 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 18:56:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 19:01:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.42 | 19.5 | 0.42 | 20.8 | |Simulation | 1.73 | 79.8 | 1.59 | 78.5 | |Close and stop | 0.02 | 0.7 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.17 |100.0 | 2.03 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.03 | 1.5 | 0.03 | 1.5 | |Continuity eq. | 0.16 | 7.3 | 0.16 | 7.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.34 | 15.6 | 0.34 | 16.9 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21125E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 19:01:59 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 19:16:26 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 19:16:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.67 | 19.9 | 0.66 | 20.4 | |Simulation | 2.70 | 80.1 | 2.56 | 79.6 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 3.37 |100.0 | 3.21 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 3.2 | 0.11 | 3.4 | |Continuity eq. | 0.24 | 7.1 | 0.23 | 7.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.60 | 17.8 | 0.61 | 18.9 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.33475E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 19:16:53 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 19:16:26 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 19:26:45 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.47 | 18.0 | 0.47 | 18.6 | |Simulation | 2.12 | 81.4 | 2.03 | 80.7 | |Close and stop | 0.02 | 0.6 | 0.02 | 0.6 | | |------------- +|----- +|------------- +|----- +| |Total | 2.61 |100.0 | 2.51 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 4.1 | 0.09 | 3.7 | |Continuity eq. | 0.14 | 5.4 | 0.14 | 5.6 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.57 | 22.1 | 0.56 | 22.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.26163E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 19:26:47 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 19:16:26 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 19:27:41 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.62 | 20.9 | 0.62 | 21.7 | |Simulation | 2.34 | 78.5 | 2.23 | 77.7 | |Close and stop | 0.01 | 0.5 | 0.02 | 0.5 | | |------------- +|----- +|------------- +|----- +| |Total | 2.98 |100.0 | 2.87 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.14 | 4.7 | 0.14 | 4.9 | |Continuity eq. | 0.14 | 4.7 | 0.14 | 4.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.5 | 0.03 | 1.1 | |3D Morphology | 0.50 | 16.6 | 0.50 | 17.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.29900E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 19:27:44 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 19:33:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-12, 19:33:18 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.56 | 19.0 | 0.56 | 19.9 | |Simulation | 2.37 | 80.4 | 2.25 | 79.6 | |Close and stop | 0.02 | 0.5 | 0.02 | 0.6 | | |------------- +|----- +|------------- +|----- +| |Total | 2.95 |100.0 | 2.82 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 3.2 | 0.09 | 3.3 | |Continuity eq. | 0.22 | 7.4 | 0.22 | 7.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.03 | 1.1 | 0.03 | 1.1 | |3D Morphology | 0.59 | 20.1 | 0.59 | 21.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.29413E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-12, 19:33:21 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 08:38:21 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 08:39:06 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.91 | 35.8 | 0.48 | 23.5 | |Simulation | 1.63 | 64.0 | 1.58 | 76.5 | |Close and stop | 0.01 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.54 |100.0 | 2.06 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.1 | 0.09 | 4.5 | |Continuity eq. | 0.09 | 3.6 | 0.14 | 6.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.43 | 16.8 | 0.34 | 16.7 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21450E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 08:39:08 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:05:53 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:06:01 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:10:34 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:10:47 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:15:08 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:15:22 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:16:03 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:16:11 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:16:03 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:17:26 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:17:38 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:17:54 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:19:01 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:19:09 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:21:25 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:21:34 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 20.3 | 0.41 | 22.6 | |Simulation | 1.61 | 79.7 | 1.39 | 77.4 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.02 |100.0 | 1.79 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 4.6 | 0.09 | 5.2 | |Continuity eq. | 0.10 | 5.2 | 0.06 | 3.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.02 | 0.9 | |3D Morphology | 0.35 | 17.4 | 0.33 | 18.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.18688E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:21:36 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:23:58 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:24:06 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 20.3 | 0.41 | 22.2 | |Simulation | 1.60 | 79.2 | 1.42 | 77.8 | |Close and stop | 0.01 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.02 |100.0 | 1.83 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.0 | 0.03 | 1.7 | |Continuity eq. | 0.14 | 6.7 | 0.16 | 8.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.43 | 21.2 | 0.42 | 23.1 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19013E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:24:08 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:23:58 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:24:23 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.42 | 20.4 | 0.41 | 21.3 | |Simulation | 1.62 | 79.1 | 1.48 | 77.9 | |Close and stop | 0.01 | 0.5 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.05 |100.0 | 1.90 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.0 | 0.06 | 3.3 | |Continuity eq. | 0.07 | 3.4 | 0.08 | 4.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.43 | 20.9 | 0.44 | 23.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19825E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:24:25 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:23:58 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:25:28 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.39 | 18.5 | 0.41 | 21.3 | |Simulation | 1.71 | 81.0 | 1.50 | 78.7 | |Close and stop | 0.01 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.12 |100.0 | 1.90 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 5.4 | 0.09 | 4.9 | |Continuity eq. | 0.09 | 4.2 | 0.09 | 4.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.02 | 0.8 | |3D Morphology | 0.36 | 17.2 | 0.34 | 18.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19825E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:25:30 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:26:41 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:26:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:32:07 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:32:16 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 0.4 | 0.42 | 20.9 | |Simulation | 114.62 | 99.6 | 1.58 | 78.3 | |Close and stop | 0.01 | 0.0 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 115.04 |100.0 | 2.01 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.1 | 0.05 | 2.3 | |Continuity eq. | 0.14 | 0.1 | 0.17 | 8.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.0 | 0.03 | 1.6 | |3D Morphology | 113.34 | 98.5 | 0.47 | 23.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20963E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:34:11 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:52:40 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:52:53 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.43 | 21.5 | 0.42 | 22.9 | |Simulation | 1.56 | 78.0 | 1.40 | 76.3 | |Close and stop | 0.01 | 0.5 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.00 |100.0 | 1.84 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 3.5 | 0.09 | 5.1 | |Continuity eq. | 0.07 | 3.2 | 0.11 | 5.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.47 | 23.3 | 0.39 | 21.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19175E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:52:54 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:55:02 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:55:14 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.41 | 20.4 | 0.41 | 21.7 | |Simulation | 1.61 | 79.1 | 1.45 | 77.5 | |Close and stop | 0.01 | 0.5 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.03 |100.0 | 1.87 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.0 | 0.06 | 3.3 | |Continuity eq. | 0.10 | 5.0 | 0.11 | 5.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.02 | 0.8 | |3D Morphology | 0.46 | 22.7 | 0.47 | 25.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19500E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:55:16 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 09:57:31 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 09:57:39 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.43 | 21.0 | 0.42 | 22.0 | |Simulation | 1.61 | 78.5 | 1.48 | 77.2 | |Close and stop | 0.01 | 0.5 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.05 |100.0 | 1.92 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.1 | 0.06 | 3.3 | |Continuity eq. | 0.09 | 4.5 | 0.11 | 5.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.38 | 18.7 | 0.45 | 23.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.19988E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 09:57:41 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 10:10:34 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 10:11:11 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 10:53:49 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 10:53:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 10:54:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 10:54:37 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.43 | 0.3 | 0.44 | 21.2 | |Simulation | 142.38 | 99.7 | 1.62 | 78.8 | |Close and stop | 0.01 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 142.82 |100.0 | 2.06 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 0.1 | 0.03 | 1.5 | |Continuity eq. | 0.09 | 0.1 | 0.11 | 5.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 141.07 | 98.8 | 0.44 | 21.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21450E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 10:57:00 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 10:54:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 10:57:14 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:10:44 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 11:10:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:13:47 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 11:13:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.73 | 3.7 | 0.42 | 20.6 | |Simulation | 19.20 | 96.1 | 1.61 | 78.6 | |Close and stop | 0.01 | 0.1 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 19.97 |100.0 | 2.04 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.14 | 0.7 | 0.14 | 6.9 | |Continuity eq. | 0.07 | 0.4 | 0.06 | 3.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.1 | 0.00 | 0.0 | |3D Morphology | 16.67 | 83.5 | 0.51 | 25.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21288E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 11:14:19 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:20:16 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 11:24:15 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.45 | 19.2 | 0.44 | 19.9 | |Simulation | 1.89 | 80.3 | 1.75 | 79.4 | |Close and stop | 0.01 | 0.4 | 0.02 | 0.7 | | |------------- +|----- +|------------- +|----- +| |Total | 2.35 |100.0 | 2.20 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 3.8 | 0.09 | 4.3 | |Continuity eq. | 0.09 | 3.8 | 0.08 | 3.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.50 | 21.4 | 0.47 | 21.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.22913E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 11:24:18 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:25:36 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 11:25:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.45 | 20.9 | 0.45 | 22.3 | |Simulation | 1.67 | 77.7 | 1.58 | 77.7 | |Close and stop | 0.03 | 1.4 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.15 |100.0 | 2.03 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.7 | 0.05 | 2.3 | |Continuity eq. | 0.13 | 6.0 | 0.11 | 5.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.60 | 27.9 | 0.62 | 30.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21125E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 11:25:51 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:25:36 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 11:26:56 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.45 | 20.1 | 0.45 | 22.5 | |Simulation | 1.79 | 79.9 | 1.56 | 77.5 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.24 |100.0 | 2.01 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 2.9 | 0.06 | 3.1 | |Continuity eq. | 0.11 | 5.1 | 0.08 | 3.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.33 | 14.7 | 0.31 | 15.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20963E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-14, 11:26:58 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 14 2016, 18:10:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-14, 18:11:07 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 14 2016, 18:10:27 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:31:16 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 14:37:49 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:38:16 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.33 | 0.1 | 0.31 | 23.0 | |Simulation | 312.09 | 99.9 | 1.05 | 77.0 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 312.42 |100.0 | 1.36 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.0 | 0.14 | 10.3 | |Continuity eq. | 0.07 | 0.0 | 0.03 | 2.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.0 | 0.02 | 1.1 | |3D Morphology | 311.22 | 99.6 | 0.17 | 12.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.14138E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-15, 14:43:28 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 14:44:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:44:47 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.34 | 23.9 | 0.33 | 24.4 | |Simulation | 1.09 | 75.8 | 1.01 | 75.6 | |Close and stop | 0.00 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.44 |100.0 | 1.34 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.8 | 0.03 | 2.3 | |Continuity eq. | 0.05 | 3.8 | 0.02 | 1.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.28 | 19.3 | 0.25 | 18.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13975E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-15, 14:44:48 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 14:44:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:46:36 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.01.09.4278, Jan 14 2015, 15:59:42 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Deltares/20130603-DAD_uniform_graded *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:51:13 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.07 | 14.8 | 0.06 | 18.2 | |Simulation | 0.37 | 84.7 | 0.28 | 81.8 | |Close and stop | 0.00 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 0.44 |100.0 | 0.34 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.02 | 5.3 | 0.03 | 9.1 | |Continuity eq. | 0.03 | 6.2 | 0.06 | 18.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.04 | 8.9 | 0.05 | 13.6 | |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.35750E-04 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-15, 14:51:13 *** ******************************************************************************** ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 14:44:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 14:52:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.32 | 4.1 | 0.31 | 24.1 | |Simulation | 7.57 | 95.9 | 0.97 | 74.7 | |Close and stop | 0.00 | 0.0 | 0.02 | 1.2 | | |------------- +|----- +|------------- +|----- +| |Total | 7.89 |100.0 | 1.29 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.8 | 0.08 | 6.0 | |Continuity eq. | 0.06 | 0.8 | 0.05 | 3.6 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 6.74 | 85.4 | 0.17 | 13.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13488E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-15, 14:53:05 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 15:07:52 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 15:08:00 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 15:07:52 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-15, 15:08:43 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.33 | 0.1 | 0.33 | 24.4 | |Simulation | 252.69 | 99.9 | 1.00 | 74.4 | |Close and stop | 0.00 | 0.0 | 0.02 | 1.2 | | |------------- +|----- +|------------- +|----- +| |Total | 253.02 |100.0 | 1.34 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 0.0 | 0.02 | 1.2 | |Continuity eq. | 0.07 | 0.0 | 0.11 | 8.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.02 | 1.2 | |3D Morphology | 251.86 | 99.5 | 0.20 | 15.1 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13975E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-15, 15:12:56 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6884M, Dec 16 2016, 11:22:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2016-12-16, 11:22:50 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.34 | 5.4 | 0.33 | 23.9 | |Simulation | 6.04 | 94.6 | 1.05 | 76.1 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 6.39 |100.0 | 1.37 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.9 | 0.06 | 4.5 | |Continuity eq. | 0.07 | 1.0 | 0.06 | 4.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 5.23 | 81.8 | 0.25 | 18.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.14300E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2016-12-16, 11:22:56 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 09:10:59 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-10-30, 09:11:05 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 09:13:33 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-10-30, 09:13:38 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.37 | 24.2 | 0.37 | 25.5 | |Simulation | 1.16 | 75.6 | 1.09 | 74.5 | |Close and stop | 0.00 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.53 |100.0 | 1.47 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 4.1 | 0.08 | 5.3 | |Continuity eq. | 0.10 | 6.6 | 0.17 | 11.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.2 | 0.02 | 1.1 | |3D Morphology | 0.21 | 13.5 | 0.17 | 11.7 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.15275E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2017-10-30, 09:13:39 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 09:14:54 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-10-30, 09:15:01 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 09:36:58 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-10-30, 09:37:04 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.33 | 23.1 | 0.33 | 23.3 | |Simulation | 1.10 | 76.7 | 1.08 | 76.7 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.44 |100.0 | 1.40 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.7 | 0.06 | 4.4 | |Continuity eq. | 0.09 | 6.1 | 0.06 | 4.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.31 | 21.4 | 0.34 | 24.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.14625E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2017-10-30, 09:37:05 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 6 2017, 16:09:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-06, 16:13:38 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.68 | 28.9 | 0.51 | 25.0 | |Simulation | 1.66 | 70.8 | 1.53 | 74.2 | |Close and stop | 0.01 | 0.3 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.34 |100.0 | 2.06 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 4.6 | 0.12 | 6.1 | |Continuity eq. | 0.11 | 4.9 | 0.05 | 2.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.45 | 19.0 | 0.53 | 25.8 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21450E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2017-11-06, 16:13:41 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 6 2017, 16:09:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-07, 10:37:58 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 6 2017, 16:09:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-07, 10:44:47 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 10:52:17 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 10:56:51 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** ERROR Premature EOF in file: fini.ini *** ERROR Flow exited abnormally ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 10:52:17 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 10:58:39 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Spiral flow factor : 0.1000E+01 Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 10:59:05 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 10:59:16 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Spiral flow factor : 0.1000E+01 Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 10:59:59 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 11:00:09 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Spiral flow factor : 0.1000E+01 Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 11:02:20 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 11:02:32 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Spiral flow factor : 0.1000E+01 Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.48 | 19.2 | 0.42 | 18.5 | |Simulation | 2.00 | 80.6 | 1.84 | 80.8 | |Close and stop | 0.00 | 0.2 | 0.02 | 0.7 | | |------------- +|----- +|------------- +|----- +| |Total | 2.48 |100.0 | 2.28 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 4.6 | 0.05 | 2.1 | |Continuity eq. | 0.15 | 6.1 | 0.19 | 8.2 | |Transport eq. | 0.10 | 4.2 | 0.08 | 3.4 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.56 | 22.6 | 0.62 | 27.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX*LMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | LMAX : 1 | | Performance : 0.23725E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2017-11-10, 11:02:35 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 10 2017, 11:02:56 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-10, 11:03:06 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Spiral flow factor : 0.1000E+01 Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume incl. pores Hirano check : On Hirano perturbation : 0.1000E-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J002.dat *** MESSAGE Removing old output file: trim-sim_J002.def Creating new trim-sim_J002.dat Creating new trim-sim_J002.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.54 | 20.5 | 0.53 | 21.5 | |Simulation | 2.08 | 79.3 | 1.93 | 78.5 | |Close and stop | 0.01 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.62 |100.0 | 2.46 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 4.1 | 0.16 | 6.3 | |Continuity eq. | 0.13 | 4.9 | 0.17 | 7.0 | |Transport eq. | 0.10 | 3.9 | 0.08 | 3.2 | |Turbulence | 0.01 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.62 | 23.8 | 0.70 | 28.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX*LMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | LMAX : 1 | | Performance : 0.25675E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J002 *** date, time : 2017-11-10, 11:03:09 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct