[SedimentFileInformation] FileCreatedBy = Deltares, FM-Suite DFlowFM Model Version 1.3.0.37667, DFlow FM Version 1.1.192.51191 FileCreationDate = Thu Jun 22 2017, 14:24:20 FileVersion = 02.00 [SedimentOverall] Cref = 1600.0 [kg/m3 ] = CSoil Reference dinsity for hindered settling calculations IopSus = 0 [ - ] 1: Suspended sediment size is calculated dependent on d50 [Sediment] Name = #Sediment1# [ - ] Name as specified in NamC in md-file SedTyp = #bedload [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000010 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000063 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed1.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment2# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "sand" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000063 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000090 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed2.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment3# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "sand" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000090 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000125 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed3.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment4# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000125 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000180 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed4.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment5# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000180 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000250 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed5.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment6# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000250 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000355 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed6.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment7# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000355 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000500 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed7.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment8# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.000500 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.001000 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed8.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment9# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.001000 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.002000 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed9.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment10# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.002000 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.002800 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0sed10.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment11# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "sand" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.002800 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.004000 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment12# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.004000 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.008000 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment13# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.00800 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.01600 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment14# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "sand" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.01600 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.03200 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment15# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.03200 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.06400 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment16# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.06400 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.12800 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #Sediment17# [ - ] Name as specified in NamC in md-file SedTyp = #bedload# [ - ] Must be "sand" or "mud" (or "#bedload#" for non-constituent fractions) RhoSol = 2650.0 [kg/m3 ] Density SedMinDia = 0.1280 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.2560 [ m ] Sand only: Maximum sediment diameter CDryB = 1600.0 [kg/m3 ] Dry bed density SdBUni = #br0none.sdb# [kg/m2 ] Initial sediment mass at bed per unit area (uniform value or file name) FacDss = 1.0 TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller with RE settings; ACal = 3.2 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.025 [ - ] Dimensionless critical shear stress parameter