******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.03.610, Jul 19 2011, 10:41:24 *** *** runid : chan *** date,time : 2011-09-05, 23:29:45 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: chan.sed *** 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: MAX *** MESSAGE Transport solver cyclic-method method is specified *** Start of transport formulation *** Power factor for sand mud interaction : 0.0000E+00 *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment 1 Sediment fraction 2: Sediment 2 Sediment fraction 3: Sediment 3 Sediment fraction 4: Sediment 4 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Sediment number : 1 Name : Sediment 1 Type : mud RHOSOL : 0.2650E+04 CDRYB : 0.1600E+04 Uniform IniThick : 0.2500E-02 [m] FACDSS : 0.1000E+01 Uniform TCRDEP : 0.1000E+04 Uniform TCRERO : 0.5000E+00 Uniform EROPAR : 0.1000E-03 SALMAX : 0.0000E+00 WS0 : 0.1000E+02 WSM : 0.1000E+02 Sediment number : 2 Name : Sediment 2 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.7500E-01 SedD50 : 0.1000E+00 SedDM : 0.1071E+00 SedD90 : 0.1500E+00 CDRYB : 0.1600E+04 Uniform IniThick : 0.2500E-02 [m] FACDSS : 0.1000E+01 Sediment number : 3 Name : Sediment 3 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1500E-03 SedD50 : 0.2000E-03 SedDM : 0.2142E-03 SedD90 : 0.3000E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.0000E+00 [m] FACDSS : 0.1000E+01 Sediment number : 4 Name : Sediment 4 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1500E-03 SedD50 : 0.2000E-03 SedDM : 0.2142E-03 SedD90 : 0.3000E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.0000E+00 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1000E+01 Morphological Changes Start Time (min) : 0.1000E+03 Fixed Layer Erosion Threshold : 0.5000E-01 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 : 0.2000E+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) : 0.5000E-02 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 Eulerian velocities i.s.o GLM velocities for suspended transports : 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 : NO Merge bottoms from parallel runs : NO Source/sink limiter DZMAX(depth frac.) : 0.5000E-01 Max. volumetric ref. conc. CAMAX : 0.6500E+00 Hiding & exposure formulation : None Bed slope effect formulation : Bagnold ALFABS : 0.1000E+01 ALFABN : 0.1500E+01 Requested percentile(s) : 10.0000 : 50.0000 : 90.0000 Output transport rates : volume excl. pores Boundary name : inflow Depth prescribed : fixed Boundary name : outflow Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 2 Exchange layer : NO Porosity : Based on CDRYB Number of Lagrangian layers : 0 Number of Eulerian layers : 10 Thickness of Eulerian underlayers : 0.5000E-02 Base layer composition : computed separately Mixing between layers : NO Flufflayer mechanism : OFF Thickness transport layer : 0.5000E-02 Boundary name : inflow Composition condition prescribed : fixed Boundary name : outflow Composition condition prescribed : fixed Initial bed composition : morlyr.ini *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 1000 *** WARNING Latitude of your model is 0 degrees, model located at equator *** WARNING The file tri-rst.chan.20101001.064000 for restart already exists, written over *** Restart file written at 400.0000 minutes after ITDATE *** Simulation finished ******************************************************* Performance timers: |---------------------------------------------------------------------| |Timer name | wall clock | CPU time | | |-----------------------|-----------------------| | | sec | % | sec | % | |---------------------------------------------------------------------| |Initialization | 0.23 | 0.1 | 0.16 | 0.1 | |Simulation | 313.93 | 99.8 | 192.62 | 99.9 | |Close and stop | 0.47 | 0.1 | 0.02 | 0.0 | | |------------- +|----- +|------------- +|----- +| |Total | 314.63 |100.0 | 192.80 |100.0 | |---------------------------------------------|-----------------------| |Momentum eq. | 7.33 | 2.3 | 6.41 | 3.3 | |Continuity eq. | 7.14 | 2.3 | 6.30 | 3.3 | |Transport eq. | 27.85 | 8.9 | 23.67 | 12.3 | |Turbulence | 0.30 | 0.1 | 0.27 | 0.1 | |3D Morphology | 159.78 | 50.8 | 134.45 | 69.7 | |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*LMAX) | | TimeSteps : 4000 | | MMAX : 52 | | NMAX : 12 | | KMAX : 1 | | LMAX : 4 | | Performance : 0.19311E-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 : chan *** date, time : 2011-09-05, 23:34:59 *** ********************************************************************************