******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6813M, Dec 12 2016, 19:33:09 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-12, 20:15:35 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 1.70 | 48.9 | 0.36 | 17.4 | |Simulation | 1.76 | 50.6 | 1.68 | 81.8 | |Close and stop | 0.02 | 0.4 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 3.48 |100.0 | 2.06 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 3.1 | 0.12 | 6.1 | |Continuity eq. | 0.13 | 3.7 | 0.12 | 6.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.4 | 0.02 | 0.8 | |3D Morphology | 0.48 | 13.7 | 0.45 | 22.0 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21450E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-12, 20:15:37 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 08:30:21 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 08:32:49 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.66 | 27.8 | 0.36 | 18.1 | |Simulation | 1.71 | 72.2 | 1.62 | 81.9 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.37 |100.0 | 1.98 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 4.7 | 0.08 | 3.9 | |Continuity eq. | 0.09 | 4.0 | 0.05 | 2.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.40 | 17.0 | 0.45 | 22.8 | |---------------------------------------------|-----------------------| |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 : 0.20638E-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_J004 *** date, time : 2016-12-14, 08:32:51 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 08:38:21 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 08:38:38 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.40 | 20.4 | 0.39 | 20.8 | |Simulation | 1.56 | 79.4 | 1.47 | 78.3 | |Close and stop | 0.01 | 0.3 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 1.97 |100.0 | 1.87 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.09 | 4.6 | 0.16 | 8.3 | |Continuity eq. | 0.09 | 4.5 | 0.02 | 0.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.3 | 0.02 | 0.8 | |3D Morphology | 0.40 | 20.4 | 0.42 | 22.5 | |---------------------------------------------|-----------------------| |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 : 0.19500E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-14, 08:38:40 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:13:47 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 11:15:06 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.42 | 19.1 | 0.39 | 19.8 | |Simulation | 1.76 | 80.4 | 1.58 | 80.2 | |Close and stop | 0.01 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.19 |100.0 | 1.97 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.12 | 5.6 | 0.16 | 7.9 | |Continuity eq. | 0.12 | 5.5 | 0.09 | 4.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.39 | 17.8 | 0.36 | 18.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20475E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-14, 11:15:09 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:13:47 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 11:17:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 2.44 | 58.9 | 0.39 | 19.7 | |Simulation | 1.69 | 40.9 | 1.58 | 79.5 | |Close and stop | 0.01 | 0.2 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 4.15 |100.0 | 1.98 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.10 | 2.4 | 0.09 | 4.7 | |Continuity eq. | 0.07 | 1.7 | 0.06 | 3.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.45 | 10.9 | 0.50 | 25.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.20638E-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_J004 *** date, time : 2016-12-14, 11:18:03 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:20:16 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 11:23:54 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.42 | 19.1 | 0.39 | 19.8 | |Simulation | 1.77 | 80.4 | 1.58 | 80.2 | |Close and stop | 0.01 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.19 |100.0 | 1.97 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.08 | 3.7 | 0.09 | 4.8 | |Continuity eq. | 0.10 | 4.6 | 0.09 | 4.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.40 | 18.2 | 0.31 | 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 : 0.20475E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-14, 11:23:56 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6869M, Dec 14 2016, 11:25:36 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-14, 11:26:19 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.45 | 20.3 | 0.45 | 22.1 | |Simulation | 1.76 | 79.3 | 1.59 | 77.9 | |Close and stop | 0.01 | 0.5 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.22 |100.0 | 2.04 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.14 | 6.5 | 0.16 | 7.6 | |Continuity eq. | 0.08 | 3.8 | 0.08 | 3.8 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.45 | 20.2 | 0.47 | 22.9 | |---------------------------------------------|-----------------------| |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 : 0.21288E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-14, 11:26:21 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 14:44:37 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-15, 14:53:40 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 21.4 | 0.30 | 21.6 | |Simulation | 1.10 | 78.4 | 1.08 | 78.4 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.41 |100.0 | 1.37 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.8 | 0.03 | 2.3 | |Continuity eq. | 0.06 | 4.3 | 0.06 | 4.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 0.24 | 17.3 | 0.25 | 18.2 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.14300E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-15, 14:53:41 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6884M, Dec 16 2016, 11:22:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2016-12-16, 11:23:14 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.31 | 21.5 | 0.28 | 20.9 | |Simulation | 1.13 | 78.2 | 1.05 | 77.9 | |Close and stop | 0.00 | 0.2 | 0.02 | 1.2 | | |------------- +|----- +|------------- +|----- +| |Total | 1.45 |100.0 | 1.34 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.8 | 0.05 | 3.5 | |Continuity eq. | 0.05 | 3.3 | 0.02 | 1.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.28 | 19.4 | 0.31 | 23.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13975E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2016-12-16, 11:23:16 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 09:55:45 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 09:55:51 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.38 | 0.2 | 0.31 | 22.7 | |Simulation | 197.29 | 99.8 | 1.06 | 77.3 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 197.67 |100.0 | 1.37 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.0 | 0.02 | 1.1 | |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 | 196.52 | 99.4 | 0.31 | 22.7 | |---------------------------------------------|-----------------------| |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 : 0.14300E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2017-10-30, 09:59:09 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 10:35:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 10:35:17 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 21.7 | 0.30 | 23.5 | |Simulation | 1.09 | 78.0 | 0.97 | 76.5 | |Close and stop | 0.00 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.39 |100.0 | 1.26 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.2 | 0.05 | 3.7 | |Continuity eq. | 0.05 | 3.4 | 0.02 | 1.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.25 | 17.7 | 0.25 | 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 : 0.13163E-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_J004 *** date, time : 2017-10-30, 10:35:18 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 10:41:06 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 10:41:12 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 11:17:19 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 11:17:26 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 21.9 | 0.31 | 24.7 | |Simulation | 1.08 | 77.9 | 0.95 | 75.3 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.38 |100.0 | 1.26 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 4.1 | 0.03 | 2.5 | |Continuity eq. | 0.04 | 2.8 | 0.00 | 0.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.29 | 21.0 | 0.37 | 29.6 | |---------------------------------------------|-----------------------| |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 : 0.13163E-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_J004 *** date, time : 2017-10-30, 11:17:27 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 11:19:36 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 11:19:44 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 0.1 | 0.30 | 21.1 | |Simulation | 278.51 | 99.9 | 1.11 | 78.9 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 278.82 |100.0 | 1.40 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 0.0 | 0.05 | 3.3 | |Continuity eq. | 0.07 | 0.0 | 0.06 | 4.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.0 | 0.00 | 0.0 | |3D Morphology | 277.69 | 99.6 | 0.28 | 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 : 0.14625E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J004 *** date, time : 2017-10-30, 11:24:23 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7745M, Oct 30 2017, 11:19:36 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-10-30, 11:33:31 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 6 2017, 16:09:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-11-06, 16:13:16 *** ******************************************************************************** *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.73 | 30.3 | 0.51 | 24.8 | |Simulation | 1.67 | 69.4 | 1.54 | 74.4 | |Close and stop | 0.01 | 0.3 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 2.41 |100.0 | 2.07 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.10 | 4.0 | 0.11 | 5.3 | |Continuity eq. | 0.15 | 6.2 | 0.17 | 8.3 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.47 | 19.3 | 0.36 | 17.3 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21613E-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_J004 *** date, time : 2017-11-06, 16:13:18 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.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_J004 *** date,time : 2017-11-17, 14:50:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** 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_J004 *** date,time : 2017-11-17, 14:56:14 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7825M, Nov 17 2017, 15:00:33 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-11-17, 15:00:39 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.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_J004 *** date,time : 2017-11-17, 15:20:55 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 21.1 | 0.30 | 23.7 | |Simulation | 1.11 | 78.9 | 0.95 | 76.3 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.40 |100.0 | 1.25 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 4.3 | 0.06 | 5.0 | |Continuity eq. | 0.06 | 4.5 | 0.06 | 5.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.23 | 16.7 | 0.23 | 18.7 | |---------------------------------------------|-----------------------| |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 : 0.13000E-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_J004 *** date, time : 2017-11-17, 15:20:56 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.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_J004 *** date,time : 2017-11-17, 16:35:10 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 20.7 | 0.28 | 21.2 | |Simulation | 1.14 | 79.3 | 1.05 | 78.8 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.43 |100.0 | 1.33 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.11 | 7.5 | 0.11 | 8.2 | |Continuity eq. | 0.10 | 6.6 | 0.09 | 7.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 1.0 | 0.00 | 0.0 | |3D Morphology | 0.22 | 15.2 | 0.23 | 17.6 | |---------------------------------------------|-----------------------| |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 : 0.13813E-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_J004 *** date, time : 2017-11-17, 16:35:12 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.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_J004 *** date,time : 2017-11-17, 16:43:50 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.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_J004 *** date,time : 2017-11-17, 17:07:06 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 20.7 | 0.30 | 22.9 | |Simulation | 1.12 | 78.3 | 0.98 | 75.9 | |Close and stop | 0.01 | 1.0 | 0.02 | 1.2 | | |------------- +|----- +|------------- +|----- +| |Total | 1.43 |100.0 | 1.29 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.03 | 2.2 | 0.03 | 2.4 | |Continuity eq. | 0.09 | 6.6 | 0.09 | 7.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.19 | 13.0 | 0.19 | 14.5 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13488E-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_J004 *** date, time : 2017-11-17, 17:07:07 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.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_J004 *** date,time : 2017-11-20, 08:56:57 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.32 | 22.9 | 0.30 | 22.4 | |Simulation | 1.08 | 76.8 | 1.03 | 77.6 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.40 |100.0 | 1.33 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.3 | 0.03 | 2.4 | |Continuity eq. | 0.07 | 5.3 | 0.08 | 5.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 0.26 | 18.6 | 0.30 | 22.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.13813E-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_J004 *** date, time : 2017-11-20, 08:56:58 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J004.grd *** MESSAGE Removing file: TMP_sim_J004.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_J004 *** date,time : 2017-11-20, 10:05:59 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** 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_J004 *** date,time : 2017-11-20, 10:07:46 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7900M, Dec 6 2017, 10:21:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-12-06, 11:12:37 *** ******************************************************************************** *** 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 excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7900M, Dec 6 2017, 10:21:29 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J004 *** date,time : 2017-12-06, 12:08:09 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 0 Base layer composition : constant Mixing between layers : NO Thickness transport layer : 0.1000E+00 Boundary name : Upstream Composition condition prescribed : free Boundary name : Downstream Composition condition prescribed : free Initial bed composition : mini.ini *** End of underlayer input Determining transport formulation(s) Reading: tra.tra Input file : tra.tra File in traditional MOR-format. *** Start of sediment input Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment1 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.9920E-03 SedD50 : 0.9999E-03 SedDM : 0.1000E-02 SedD90 : 0.1008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 Sediment number : 2 Name : Sediment2 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.1992E-02 SedD50 : 0.2000E-02 SedDM : 0.2000E-02 SedD90 : 0.2008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.7143E+01 PowerB : 0.0000E+00 PowerC : 0.2500E+01 RipFac : 0.1000E+01 ThetaC : 0.0000E+00 *** End of sediment input *** Start of morphological input Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+00 Fixed Layer Erosion Threshold : 0.1000E-02 Bed level updating : ACTIVE Composition updating : ACTIVE Entrainment/deposition flux in mass bal.: INCLUDED Sand Equili. conc. profs. at boundaries : USED Mud Equili. conc. profs. at boundaries : NOT USED Sediment included in fluid density calc.: NO AKSFAC : 0.1000E+01 RWAVE : 0.1000E+01 Equilibrium sed. conc. profiles :calculated (D3D mix) Suspended sed. multiplication factor : 0.1000E+01 Bed load transp. multiplication factor : 0.1000E+01 wave-rel. susp.sed.transp.fact.(SUSW) : 0.1000E+01 wave-rel. bed-ld.sed.transp.fact.(BEDW) : 0.1000E+01 Min.depth for sed. calculations(SEDTHR) : 0.1000E+00 Glob./max. dry cell erosion fact(THETSD): 0.0000E+00 Max depth for variable THETSD (HMAXTH) : 0.1500E+01 Computing THETSD for dry bank erosion Tuning param. Shields Taucr (FACTCR) : 0.1000E+01 GLM velocities i.s.o Eulerian velocities for bed load transport and reference conc: NO EPSPAR: Always use Van Rijns param. mix. dist. : NO Standard option: Rc from Flow, Rw=RWAVE*0.025 : 1 Update bed level at inflow boundaries : YES Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-02 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J004.dat *** MESSAGE Removing old output file: trim-sim_J004.def Creating new trim-sim_J004.dat Creating new trim-sim_J004.def