[SedimentFileInformation] FileCreatedBy = Roy Daggenvoorde FileVersion = 02.00 FileCreationDate= 19-3-2020 [SedimentOverall] IopSus = 1 # Suspended sediment size is Y/N calculated dependent on d50 Cref = 1.60e+03 # [kg/m3] CSoil Reference density for hindered settling [Sediment] Name = #SedimentSand1# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 8e-05 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.000125 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 1 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 1.000000 Calibration coefficient RouKs = 0.000 SusFac = 0.000 [Sediment] Name = #SedimentSand2# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.000125 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.00025 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 1 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 1.000000 Calibration coefficient RouKs = 0.000 SusFac = 0.000 [Sediment] Name = #SedimentSand3# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.00025 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.001 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 1 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 1.000000 Calibration coefficient RouKs = 0.000 SusFac = 0.000 [Sediment] Name = #SedimentSand4# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.001 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.004 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand5# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.004 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.008 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand6# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.008 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.016 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand7# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.016 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.0315 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand8# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.0315 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.063 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand9# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.063 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.1 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter [Sediment] Name = #SedimentSand10# # Name as specified in NamC in mdf-file SedTyp = bedload # Must be "sand", "mud" or "bedload" SedMinDia = 0.1 [ m ] Sand only: Minimum sediment diameter SedMaxDia = 0.2 [ m ] Sand only: Maximum sediment diameter RhoSol = 2.65e+003 # [kg/m3] Specific density CDryB = 1.6e+003 # [kg/m3] Dry bed density FacDSS = 1.0e+2 # [-] FacDss*SedDia = Initial suspended sediment diameter. IniSedThick = morlyr.ini Initial sediment layer thickness at bed (uniform value or filename) TraFrm = 4 [ - ] General formula (written like Meyer-Peter Mueller) ACal = 8.0 [ - ] Calibration factor PowerB = 0.0 [ - ] B Power PowerC = 1.5 [ - ] C Power RipFac = 0.7 [ - ] Ripple factor ThetaC = 0.047 [ - ] Dimensionless critical shear stress parameter