******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.01.09.4278, Jan 14 2015, 15:59:42 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Deltares/20130603-DAD_uniform_graded *** *** runid : sim_J006 *** date,time : 2016-12-13, 09:17:54 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.04 | 9.2 | 0.03 | 10.0 | |Simulation | 0.36 | 90.1 | 0.28 | 90.0 | |Close and stop | 0.00 | 0.7 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 0.40 |100.0 | 0.31 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.03 | 6.7 | 0.00 | 0.0 | |Continuity eq. | 0.03 | 8.2 | 0.06 | 20.0 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.5 | 0.00 | 0.0 | |3D Morphology | 0.06 | 14.6 | 0.05 | 15.0 | |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 : 0.32500E-04 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J006 *** date, time : 2016-12-13, 09:17:54 *** ******************************************************************************** ******************************************************************************** *** *** 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_J006 *** date,time : 2016-12-14, 11:20:25 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 1.53 | 44.3 | 0.33 | 15.7 | |Simulation | 1.90 | 54.8 | 1.76 | 84.3 | |Close and stop | 0.01 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 3.47 |100.0 | 2.09 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.13 | 3.8 | 0.09 | 4.5 | |Continuity eq. | 0.14 | 3.9 | 0.11 | 5.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.02 | 0.6 | 0.02 | 0.7 | |3D Morphology | 0.53 | 15.4 | 0.59 | 28.4 | |---------------------------------------------|-----------------------| |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 : 0.21775E-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_J006 *** date, time : 2016-12-14, 11:20:28 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.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_J006 *** date,time : 2016-12-14, 11:23:27 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 1.25 | 40.5 | 0.36 | 17.6 | |Simulation | 1.82 | 59.1 | 1.67 | 81.7 | |Close and stop | 0.01 | 0.3 | 0.02 | 0.8 | | |------------- +|----- +|------------- +|----- +| |Total | 3.07 |100.0 | 2.04 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 2.0 | 0.09 | 4.6 | |Continuity eq. | 0.09 | 3.0 | 0.06 | 3.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.3 | 0.03 | 1.5 | |3D Morphology | 0.62 | 20.0 | 0.50 | 24.4 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.21288E-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_J006 *** date, time : 2016-12-14, 11:23:30 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.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_J006 *** date,time : 2016-12-15, 14:53:58 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 21.0 | 0.31 | 22.7 | |Simulation | 1.13 | 78.8 | 1.06 | 77.3 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.43 |100.0 | 1.37 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.6 | 0.05 | 3.4 | |Continuity eq. | 0.06 | 4.2 | 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 | 0.31 | 21.9 | 0.20 | 14.8 | |---------------------------------------------|-----------------------| |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 : 0.14300E-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_J006 *** date, time : 2016-12-15, 14:53:59 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 15 2016, 15:07:52 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2016-12-15, 15:36:10 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 20.6 | 0.30 | 22.4 | |Simulation | 1.15 | 79.2 | 1.03 | 77.6 | |Close and stop | 0.00 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.45 |100.0 | 1.33 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.06 | 4.1 | 0.03 | 2.4 | |Continuity eq. | 0.06 | 4.1 | 0.06 | 4.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.02 | 1.2 | |3D Morphology | 0.33 | 22.4 | 0.41 | 30.6 | |---------------------------------------------|-----------------------| |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_J006 *** date, time : 2016-12-15, 15:36:12 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 16 2016, 09:13:14 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2016-12-16, 09:13:26 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 16 2016, 09:13:14 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2016-12-16, 10:09:44 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 5.7 | 0.28 | 22.2 | |Simulation | 5.03 | 94.2 | 0.98 | 77.8 | |Close and stop | 0.00 | 0.1 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 5.34 |100.0 | 1.26 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 0.7 | 0.08 | 6.2 | |Continuity eq. | 0.05 | 0.9 | 0.05 | 3.7 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.1 | 0.00 | 0.0 | |3D Morphology | 4.25 | 79.6 | 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_J006 *** date, time : 2016-12-16, 10:09:49 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 16 2016, 10:42:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2016-12-16, 10:42:42 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.6876M, Dec 16 2016, 10:53:18 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2016-12-16, 10:53:23 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 20.6 | 0.30 | 23.2 | |Simulation | 1.15 | 79.2 | 0.98 | 76.8 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.46 |100.0 | 1.28 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.4 | 0.06 | 4.9 | |Continuity eq. | 0.05 | 3.8 | 0.06 | 4.9 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.3 | 0.00 | 0.0 | |3D Morphology | 0.35 | 23.8 | 0.33 | 25.6 | |---------------------------------------------|-----------------------| |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 : 0.13325E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J006 *** date, time : 2016-12-16, 10:53:25 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.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_J006 *** date,time : 2016-12-16, 11:23:29 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. Bed slope effect formulation : None Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Hirano check : On Hirano perturbation : 0.1000E-05 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.29 | 20.3 | 0.28 | 20.5 | |Simulation | 1.15 | 79.5 | 1.09 | 79.5 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.45 |100.0 | 1.37 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.2 | 0.08 | 5.7 | |Continuity eq. | 0.06 | 3.8 | 0.05 | 3.4 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.2 | 0.00 | 0.0 | |3D Morphology | 0.33 | 23.1 | 0.30 | 21.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.14300E-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_J006 *** date, time : 2016-12-16, 11:23:30 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.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_J006 *** date,time : 2016-12-16, 12:09:47 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 19.1 | 0.30 | 23.2 | |Simulation | 1.25 | 80.7 | 0.98 | 76.8 | |Close and stop | 0.00 | 0.2 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.55 |100.0 | 1.28 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.04 | 2.7 | 0.05 | 3.7 | |Continuity eq. | 0.05 | 3.5 | 0.08 | 6.1 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.2 | 0.02 | 1.2 | |3D Morphology | 0.35 | 22.9 | 0.30 | 23.2 | |---------------------------------------------|-----------------------| |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 : 0.13325E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J006 *** date, time : 2016-12-16, 12:09:48 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct ******************************************************************************** *** *** Deltares, FLOW2D3D Version 6.02.07.7775M, Nov 6 2017, 16:09:11 *** built from : https://svn.oss.deltares.nl/repos/delft3d/branches/research/Technical%20University%20of%20Delft/20161020_ellipticity_check *** *** runid : sim_J006 *** date,time : 2017-11-06, 16:10:05 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.61 | 25.4 | 0.48 | 22.3 | |Simulation | 1.80 | 74.3 | 1.68 | 77.7 | |Close and stop | 0.01 | 0.3 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 2.42 |100.0 | 2.17 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.10 | 4.3 | 0.09 | 4.3 | |Continuity eq. | 0.12 | 4.8 | 0.16 | 7.2 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.4 | 0.02 | 0.7 | |3D Morphology | 0.65 | 27.0 | 0.51 | 23.7 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.22588E-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_J006 *** date, time : 2017-11-06, 16:10:07 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct ******************************************************************************** *** *** 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_J006 *** date,time : 2017-11-17, 15:18:14 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.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_J006 *** date,time : 2017-11-17, 15:20:36 *** ******************************************************************************** *** MESSAGE Executable for 64-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN Sediment fraction 1: Sediment1 Sediment fraction 2: Sediment2 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.28 | 18.6 | 0.28 | 19.4 | |Simulation | 1.23 | 81.4 | 1.17 | 80.6 | |Close and stop | 0.00 | 0.0 | 0.00 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 1.51 |100.0 | 1.45 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.1 | 0.05 | 3.2 | |Continuity eq. | 0.13 | 8.3 | 0.12 | 8.6 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.00 | 0.0 | 0.00 | 0.0 | |3D Morphology | 0.22 | 14.5 | 0.22 | 15.1 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.15113E-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_J006 *** date, time : 2017-11-17, 15:20:38 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.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_J006 *** date,time : 2017-11-20, 08:57:12 *** ******************************************************************************** *** 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 Sediment fraction 3: Sediment3 *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 2 Thickness of Eulerian underlayers : 0.5000E+00 Base layer composition : computed separately 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 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 : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 Sediment number : 3 Name : Sediment3 Type : bedload RHOSOL : 0.2650E+04 sed. distribution : loguniform SedD10 : 0.3992E-02 SedD50 : 0.4000E-02 SedDM : 0.4000E-02 SedD90 : 0.4008E-02 CDRYB : 0.1590E+04 Uniform IniThick : 0.1000E+01 [m] Formula name : General formula Transport formula used : 4 ACal : 0.8000E+01 PowerB : 0.0000E+00 PowerC : 0.1500E+01 RipFac : 0.1000E+01 ThetaC : 0.4700E-01 *** 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 : Parker et.al. 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-03 Boundary name : Upstream Transport excl pores prescribed : time series Variation along boundary : uniform Boundary name : Downstream Depth prescribed : free *** End of morphological input *** MESSAGE Morphological Changes Start Time (step) : 1 *** WARNING Latitude of your model is 0 degrees, model located at equator *** MESSAGE Removing old output file: trim-sim_J006.dat *** MESSAGE Removing old output file: trim-sim_J006.def Creating new trim-sim_J006.dat Creating new trim-sim_J006.def *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.30 | 18.0 | 0.28 | 22.8 | |Simulation | 1.36 | 81.8 | 0.94 | 75.9 | |Close and stop | 0.00 | 0.2 | 0.02 | 1.3 | | |------------- +|----- +|------------- +|----- +| |Total | 1.67 |100.0 | 1.23 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 0.05 | 3.2 | 0.05 | 3.8 | |Continuity eq. | 0.04 | 2.5 | 0.03 | 2.5 | |Transport eq. | 0.00 | 0.0 | 0.00 | 0.0 | |Turbulence | 0.01 | 0.4 | 0.00 | 0.0 | |3D Morphology | 0.36 | 21.7 | 0.33 | 26.6 | |---------------------------------------------|-----------------------| |Wait (dd module) | 0.00 | 0.0 | 0.00 | 0.0 | |Wait (ext. modules) | 0.00 | 0.0 | 0.00 | 0.0 | |---------------------------------------------------------------------| | Performance = CPU time / (TimeSteps*MMAX*NMAX*KMAX) | | TimeSteps : 600 | | MMAX : 4 | | NMAX : 4 | | KMAX : 1 | | Performance : 0.12838E-03 [sec] | |---------------------------------------------------------------------| |Explanation: | | | |Initialization : Everything up to the first time step | |Simulation : All time steps | |Close and stop : Everything after the last time step | |Total : FLOW for this subdomain, | | excluding allocation/deallocation of global data | | | |Momentum eq. : Part of Simulation ("UZD") | |Continuity eq. : Part of Simulation ("SUD") | |Transport eq. : Part of Simulation ("DIFU") | | Only relevant when constituents are modelled. | |Turbulence : Part of Simulation ("TURCLO, TRATUR, TUR2D") | |3D Morphology : Part of Simulation ("EROSED, BOTT3D") | | Only relevant when sediments are modelled. | |Wait (dd) : Part of Initialization, Simulation and Closing. | | ("NXTSTP, NXTDRY") | | Only relevant when DomainDecomposition is used. | | Communication with and execution of the "mappers". | | Mappers are separate threads, possibly in another | | executable, possibly on another node. They copy | | data from one subdomain to another. | | FLOWs must wait while the mappers are executing, | | mappers must wait while the FLOWs are executing. | |Wait (ext) : Part of Initialization, Simulation and Closing. | | ("SYNC, _TO_, _FROM_") | | Communication with and execution of all "external" | | modules: | | Online WAVES, Online WAQ, Online RTC, Fluid Mud. | | | |---------------------------------------------------------------------| ******************************************************************************** *** *** FINISHED Delft3D-FLOW *** runid : sim_J006 *** date, time : 2017-11-20, 08:57:13 *** ******************************************************************************** *** MESSAGE Removing file: TMP_sim_J006.grd *** MESSAGE Removing file: TMP_sim_J006.bct