******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 10:09:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-14, 15:17:17 *** ******************************************************************************** *** 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 | 0.04 | 10.0 | 0.03 | 12.5 | |Simulation | 0.31 | 89.1 | 0.20 | 81.3 | |Close and stop | 0.00 | 0.9 | 0.02 | 6.2 | | |------------- +|----- +|------------- +|----- +| |Total | 0.35 |100.0 | 0.25 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.02 | 6.9 | 0.03 | 12.5 | |Continuity eq. | 0.02 | 5.7 | 0.03 | 12.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.04 | 12.3 | 0.03 | 12.5 | |---------------------------------------------|-----------------------| |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 : 0.26000E-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 : 2017-11-14, 15:17:18 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 10:09:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-14, 15:24:48 *** ******************************************************************************** *** 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 | 0.04 | 11.0 | 0.05 | 15.8 | |Simulation | 0.31 | 88.4 | 0.25 | 84.2 | |Close and stop | 0.00 | 0.6 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 0.35 |100.0 | 0.30 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.02 | 5.5 | 0.00 | 0.0 | |Continuity eq. | 0.02 | 5.5 | 0.05 | 15.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.04 | 11.8 | 0.03 | 10.5 | |---------------------------------------------|-----------------------| |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 : 0.30875E-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 : 2017-11-14, 15:24:49 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7804M, Nov 15 2017, 09:34:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-15, 09:34:35 *** ******************************************************************************** *** 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-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 | 0.30 | 21.6 | 0.31 | 24.1 | |Simulation | 1.10 | 78.2 | 0.98 | 75.9 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.40 |100.0 | 1.29 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 4.8 | 0.06 | 4.8 | |Continuity eq. | 0.04 | 2.9 | 0.03 | 2.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.6 | 0.02 | 1.2 | |3D Morphology | 0.32 | 23.2 | 0.36 | 27.7 | |---------------------------------------------|-----------------------| |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 : 0.13488E-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 : 2017-11-15, 09:34:36 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7804M, Nov 15 2017, 09:34:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-15, 16:53:54 *** ******************************************************************************** *** 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 *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 0.0 | 0.30 | 23.2 | |Simulation | 866.35 |100.0 | 0.98 | 76.8 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 866.65 |100.0 | 1.28 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 0.0 | 0.11 | 8.5 | |Continuity eq. | 0.06 | 0.0 | 0.05 | 3.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.02 | 1.2 | |3D Morphology | 865.54 | 99.9 | 0.20 | 15.9 | |---------------------------------------------|-----------------------| |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 : 0.13325E-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 : 2017-11-15, 17:08:21 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7804M, Nov 15 2017, 09:34:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-15, 17:13:44 *** ******************************************************************************** *** 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 | 0.30 | 0.0 | 0.30 | 21.8 | |Simulation | 744.75 |100.0 | 1.06 | 78.2 | |Close and stop | 0.01 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 745.05 |100.0 | 1.36 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 0.0 | 0.06 | 4.6 | |Continuity eq. | 0.07 | 0.0 | 0.08 | 5.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 743.93 | 99.8 | 0.33 | 24.1 | |---------------------------------------------|-----------------------| |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 : 0.14138E-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 : 2017-11-15, 17:26:09 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7804M, Nov 15 2017, 09:34:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-15, 17:30:22 *** ******************************************************************************** *** 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 *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 3.2 | 0.30 | 21.8 | |Simulation | 9.08 | 96.8 | 1.06 | 78.2 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 9.38 |100.0 | 1.36 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 0.7 | 0.08 | 5.7 | |Continuity eq. | 0.05 | 0.6 | 0.11 | 8.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 8.20 | 87.5 | 0.31 | 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 : 0.14138E-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 : 2017-11-15, 17:30:32 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7804M, Nov 15 2017, 17:30:42 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-15, 17:30:48 *** ******************************************************************************** *** 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 | 0.30 | 0.2 | 0.31 | 23.5 | |Simulation | 147.93 | 99.8 | 1.01 | 76.5 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 148.24 |100.0 | 1.33 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.0 | 0.08 | 5.9 | |Continuity eq. | 0.06 | 0.0 | 0.06 | 4.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 147.12 | 99.2 | 0.27 | 20.0 | |---------------------------------------------|-----------------------| |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 : 0.13813E-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 : 2017-11-15, 17:33:17 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7825M, Nov 17 2017, 14:42:10 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 14:44:40 *** ******************************************************************************** *** 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-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 6.02.07.7825M, Nov 17 2017, 15:20:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 15:21:25 *** ******************************************************************************** *** 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-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 | 0.30 | 20.6 | 0.28 | 20.7 | |Simulation | 1.14 | 79.4 | 1.08 | 79.3 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.43 |100.0 | 1.36 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 5.6 | 0.08 | 5.7 | |Continuity eq. | 0.08 | 5.5 | 0.08 | 5.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.27 | 18.5 | 0.25 | 18.4 | |---------------------------------------------|-----------------------| |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 : 0.14138E-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 : 2017-11-17, 15:21:27 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7825M, Nov 17 2017, 15:20:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 15:47:33 *** ******************************************************************************** *** 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-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 6.02.07.7825M, Nov 17 2017, 15:20:30 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 15:49:11 *** ******************************************************************************** *** 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 6.02.07.7825M, Nov 17 2017, 15:50:16 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 15:50:22 *** ******************************************************************************** *** 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 *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 20.5 | 0.30 | 20.9 | |Simulation | 1.15 | 79.5 | 1.12 | 79.1 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.45 |100.0 | 1.42 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.2 | 0.03 | 2.2 | |Continuity eq. | 0.05 | 3.2 | 0.06 | 4.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.28 | 19.4 | 0.28 | 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 : 0.14788E-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 : 2017-11-17, 15:50:24 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7825M, Nov 17 2017, 16:29:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 16:30:48 *** ******************************************************************************** *** 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 | 0.30 | 20.2 | 0.30 | 24.1 | |Simulation | 1.17 | 79.8 | 0.94 | 75.9 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.47 |100.0 | 1.23 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.03 | 2.2 | 0.03 | 2.5 | |Continuity eq. | 0.06 | 4.2 | 0.06 | 5.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.33 | 22.2 | 0.33 | 26.6 | |---------------------------------------------|-----------------------| |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 : 0.12838E-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 : 2017-11-17, 16:30:49 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7825M, Nov 17 2017, 16:29:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 16:31:26 *** ******************************************************************************** *** 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 6.02.07.7825M, Nov 17 2017, 16:29:51 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-17, 16:34:06 *** ******************************************************************************** *** 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 | 0.30 | 20.7 | 0.30 | 23.2 | |Simulation | 1.14 | 79.3 | 0.98 | 76.8 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.44 |100.0 | 1.28 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 6.5 | 0.09 | 7.3 | |Continuity eq. | 0.06 | 4.3 | 0.06 | 4.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.25 | 17.3 | 0.25 | 19.5 | |---------------------------------------------|-----------------------| |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 : 0.13325E-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 : 2017-11-17, 16:34:08 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7831M, Nov 20 2017, 08:55:22 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-20, 08:55:37 *** ******************************************************************************** *** 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 | 0.32 | 21.8 | 0.31 | 22.0 | |Simulation | 1.15 | 77.9 | 1.09 | 76.9 | |Close and stop | 0.00 | 0.3 | 0.02 | 1.1 | | |------------- +|----- +|------------- +|----- +| |Total | 1.48 |100.0 | 1.42 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.07 | 5.0 | 0.14 | 9.9 | |Continuity eq. | 0.07 | 4.5 | 0.05 | 3.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.26 | 17.5 | 0.28 | 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 : 0.14788E-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 : 2017-11-20, 08:55:39 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J002.grd *** MESSAGE Removing file: TMP_sim_J002.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7831M, Nov 20 2017, 08:55:22 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J002 *** date,time : 2017-11-20, 10:10:36 *** ******************************************************************************** *** 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