[SedimentFileInformation] FileCreatedBy = Delft3D FLOW-GUI, Version: 3.59.01.48550 FileCreationDate = Wed Feb 22 2017, 14:16:57 FileVersion = 02.00 [SedimentOverall] Cref = 1.537e+003 [kg/m3 ] = CSoil Reference density for hindered settling calculations IopSus = 0 [ - ] 1: Suspended sediment size is calculated dependent hydrodynamic conditions and d50 BsSkin = false KsSilt = 0.001 KsSand = 0.001 Falflc = false FlcNf = 2.15 FlcK2 = 1. FlcK3 = 5. FlcK4 = .0070 FlcD0 = 10.e-06 FlcD = 0.44 FlWsmin = 0.3e-3 EroSchel = false EroSns = 0. EroScv = 3.e-9 EroScu = 400. EroSd50 = 20.e-6 cons_mud = true cons_kk = 0.0e-14 cons_ksig = 2.0e8 cons_eta = 1.0e5 bingham = true bin_cvisco = 0.252 bin_cnvisco = 2.35 bin_cyield = 30.0 bin_abingh = 1000 ero_intfc = false conc_intfc = 25.0 pow_rich_zaki = 2.3529411764705882352941176470588 slurry = true carrierfluid = waterClay # water (default), waterClay or waterClaySilt rheology = Jacobs_vanKesteren # Winterwerp_Kranenburg , Jacobs_vanKesteren or Thomas, see keyword blocks below # # When using rheology = Winterwerp_Kranenburg / Jacobs_vanKesteren / Thomas : # bingham must be true (see keywords above) # Falflc must be false (see keywords above) # slurry must be true (see keywords above) # [Winterwerp_Kranenburg] phisim = 0.6 ayield = 729884. frcdim = 2.6426 bety = 0.2752 # watmu = viscou*rhom avic = 931.86 powa = 3.65 betv = 0.2752 shrco = 5.E3 [Jacobs_vanKesteren] phisim = 0.6 ayield = 575000 powyie = -5.0 bety = 0.58 #watmu = viscou*rhom avic = 4.0 powvic = -1.6 betv = 0.55 shrco = 5000. [Thomas] phissm = 0.6 ayield = 7.45E5 powyie = 5.61 yieldk = 1.5 #watmu = viscou*rhom bvic = 17.7 visck = 1.25 shrco = 5000. [Sediment] Name = #Sediment Sa1# Name of sediment fraction SedTyp = sand Must be "sand", "mud" or "bedload" RhoSol = 2.6500000e+003 [kg/m3] Specific density SedDia = 2.0000000e-004 [m] Median sediment diameter (D50) CDryB = 5.0000000e+002 [kg/m3] Dry bed density IniSedThick = 5.0000000e-001 [m] Initial sediment layer thickness at bed (uniform value or filename) FacDSS = 1.0000000e+000 [-] FacDss * SedDia = Initial suspended sediment diameter. Range [0.6 - 1.0] [Sediment] Name = #Sediment Cl1# Name of sediment fraction SedTyp = mud Must be "sand", "mud" or "bedload" RhoSol = 2.6500000e+003 [kg/m3] Specific density SalMax = 0.0000000e+000 [ppt] Salinity for saline settling velocity WS0 = 2.5000000e-004 [m/s] Settling velocity fresh water WSM = 2.5000000e-004 [m/s] Settling velocity saline water TcrSed = 1.0000000e+003 [N/m2] Critical bed shear stress for sedimentation (uniform value or filename) TcrEro = 5.0000000e-001 [N/m2] Critical bed shear stress for erosion (uniform value or filename) EroPar = 1.0000000e-004 [kg/m2/s] Erosion parameter (uniform value or filename) CDryB = 5.6748000e+002 [kg/m3] Dry bed density IniSedThick = 5.0000001e-001 [m] Initial sediment layer thickness at bed (uniform value or filename) FacDSS = 1.0000000e+000 [-] FacDss * SedDia = Initial suspended sediment diameter. Range [0.6 - 1.0] [Sediment] Name = #Sediment Sa2# Name of sediment fraction SedTyp = sand Must be "sand", "mud" or "bedload" RhoSol = 2.6500000e+003 [kg/m3] Specific density SedDia = 2.0000000e-004 [m] Median sediment diameter (D50) CDryB = 1.6000000e+003 [kg/m3] Dry bed density IniSedThick = 5.0000000e-001 [m] Initial sediment layer thickness at bed (uniform value or filename) FacDSS = 1.0000000e+000 [-] FacDss * SedDia = Initial suspended sediment diameter. Range [0.6 - 1.0] [Sediment] Name = #Sediment Cl2# Name of sediment fraction SedTyp = mud Must be "sand", "mud" or "bedload" RhoSol = 2.6500000e+003 [kg/m3] Specific density SalMax = 0.0000000e+000 [ppt] Salinity for saline settling velocity WS0 = 2.5000000e-004 [m/s] Settling velocity fresh water WSM = 2.5000000e-004 [m/s] Settling velocity saline water TcrSed = 1.0000000e+003 [N/m2] Critical bed shear stress for sedimentation (uniform value or filename) TcrEro = 5.0000000e-001 [N/m2] Critical bed shear stress for erosion (uniform value or filename) EroPar = 1.0000000e-004 [kg/m2/s] Erosion parameter (uniform value or filename) CDryB = 5.0000000e-002 [kg/m3] Dry bed density IniSedThick = 5.0000001e-002 [m] Initial sediment layer thickness at bed (uniform value or filename) FacDSS = 1.0000000e+000 [-] FacDss * SedDia = Initial suspended sediment diameter. Range [0.6 - 1.0]