******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-07, 10:52:36 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-07, 14:45:25 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-07, 14:50:08 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-07, 14:52:41 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-07, 14:53:45 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:19:52 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:47:24 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:49:28 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:51:25 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:53:41 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 15:53:57 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 16:02:04 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 16:04:49 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 16:56:41 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-08, 17:10:44 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 15:43:11 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 15:48:07 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:34:08 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:35:31 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:36:52 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:55:59 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:56:32 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:56:49 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:58:37 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 16:59:57 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:00:47 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:03:22 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:06:01 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:08:32 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:10:14 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:11:39 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:33:14 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:36:01 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:39:32 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:41:29 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:43:01 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset ******************************************************************************** *** *** Deltares, Delft3D-FLOW Version 4.00.07.exported, Oct 31 2011, 12:36:40 *** *** runid : fijn1 *** date,time : 2011-11-17, 17:44:21 *** ******************************************************************************** *** MESSAGE 0 bed load fraction(s) found in sediment file: fijn1.sed *** MESSAGE Executable for 32-bits platform. *** MESSAGE Double precision computation using reals of kind 8 *** Start of User Defined Model description - - uitsnede mer-zandmotor model - tbv afstudeerwerk T Pekkeriet - *** End of User Defined Model description *** Flag for Coast Boundary activated *** MESSAGE Using UNESCO density formulation by default *** MESSAGE Momentum solver cyclic method is specified *** MESSAGE DRYFLP and DPSOPT both specified in MD-file. Using DPSOPT: MEAN *** MESSAGE Transport solver cyclic-method method is specified *** MESSAGE Gammax specified by user to be 0.80E+00 *** Start of transport formulation *** MESSAGE No transport formula given. Using Van Rijn 1993 by default. *** End of transport formulation Sediment fraction 1: Sediment01 *** Start of sediment input Sediment File Version: 02.00 Ref concentration : 0.1600E+04 Option Dss : 0 Uniform mud content : 0.0000E+00 Sediment number : 1 Name : Sediment01 Type : sand RHOSOL : 0.2650E+04 sed. distribution : piecewise loguniform SedD10 : 0.1612E-03 SedD50 : 0.2150E-03 SedDM : 0.2303E-03 SedD90 : 0.3225E-03 CDRYB : 0.1600E+04 Uniform IniThick : 0.1000E+02 [m] FACDSS : 0.1000E+01 *** End of sediment input *** Start of morphological input Morphology File Version: 02.00 Morphological Timescale Factor : 0.1920E+03 Morphological Changes Start Time (min) : 0.7440E+03 Fixed Layer Erosion Threshold : 0.2000E+00 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) : 0.3000E+00 Glob./max. dry cell erosion fact(THETSD): 0.1000E+01 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 : south Depth prescribed : fixed Boundary name : west1 Depth prescribed : fixed Boundary name : west2 Depth prescribed : fixed Boundary name : west3 Depth prescribed : fixed Boundary name : west4 Depth prescribed : fixed Boundary name : west5 Depth prescribed : fixed Boundary name : west6 Depth prescribed : fixed Boundary name : west7 Depth prescribed : fixed Boundary name : west8 Depth prescribed : fixed Boundary name : west9 Depth prescribed : fixed Boundary name : north Depth prescribed : fixed *** End of morphological input *** Start of underlayer input Underlayer mechanism : 1 Boundary name : south Composition condition prescribed : fixed Boundary name : west1 Composition condition prescribed : fixed Boundary name : west2 Composition condition prescribed : fixed Boundary name : west3 Composition condition prescribed : fixed Boundary name : west4 Composition condition prescribed : fixed Boundary name : west5 Composition condition prescribed : fixed Boundary name : west6 Composition condition prescribed : fixed Boundary name : west7 Composition condition prescribed : fixed Boundary name : west8 Composition condition prescribed : fixed Boundary name : west9 Composition condition prescribed : fixed Boundary name : north Composition condition prescribed : fixed Initial bed composition : from sediment file *** End of underlayer input *** MESSAGE Morphological Changes Start Time (step) : 4960 *** WARNING MAP stop time outside simulation period; will be reset