[SedimentFileInformation] FileCreatedBy = Deltares, FM-Suite DFlowFM Model Version 4.3.0.0, DFlow FM Version 1.2.110.67911M FileCreationDate = Wed Oct 05 2022, 10:33:06 FileVersion = 02.00 [SedimentOverall] Cref = 1600 [kg/m3] Reference density for hindered settling calculations IopSus = 0 If Iopsus = 1: susp. sediment size depends on local flow and wave conditions [Sediment] Name = #Gravel# Name of sediment fraction SedTyp = bedload Must be "sand", "mud" or "bedload" IniSedThick = 1.5 [m] Initial sediment layer thickness at bed FacDss = 1 [-] Factor for suspended sediment diameter RhoSol = 2650 [kg/m3] Specific density TraFrm = 2 Integer selecting the transport formula CDryB = 1600 [kg/m3] Dry bed density ACal = 1 [-] Calibration coefficient SedD00 = 0.002 SedD25 = 0.004 SedD63 = 0.008 SedD79 = 0.016 SedD100 = 0.032 [Sediment] Name = #Sand# Name of sediment fraction SedTyp = sand Must be "sand", "mud" or "bedload" IniSedThick = 1.5 [m] Initial sediment layer thickness at bed FacDss = 1 [-] Factor for suspended sediment diameter RhoSol = 2650 [kg/m3] Specific density TraFrm = 4 Integer selecting the transport formula CDryB = 1600 [kg/m3] Dry bed density #MPM for bed load transport: ACal = 8 Calibration factor PowerB = 0 PowerB for shear stress PowerC = 1.5 PowerC for shear stress above critical shear stress RipFac = 1 Ripple factor for the shear stress ThetaC = 0.047 Critical shear stress #suspended transport: SusACal = 90 Calibration factor for suspended part SusPowerB = 0 PowerB for shear stress for suspended part SusPowerC = 5 PowerC for shear stress above critical shear stress for suspended part SusRipFac = 1 Ripple factor for the shear stress for suspended part SusThetaC = 0 Critical shear stress for suspended part SedD00 = 0.0000625 SedD08 = 0.0001250 SedD28 = 0.0002500 SedD51 = 0.0005000 SedD79 = 0.0010000 SedD100 = 0.0020000