[SedimentFileInformation]
   FileCreatedBy    = Delft3D-FLOW-GUI, Version: 3.1804
   FileCreationDate = 19-12-2003,  8:50:45
   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     = true
   conc_intfc    = 25.0
   pow_rich_zaki = 2.3529411764705882352941176470588
   slurry        = true
   carrierfluid  = waterClaySilt          # water (default), waterClay or waterClaySilt
   rheology      = Winterwerp_Kranenburg  # 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.E6
[Jacobs_vanKesteren]
      phisim = 0.6
      ayield = 4.167
      powyie = -0.14
      bety   = 0.2752  
      #watmu  = viscou*rhom
      avic   = 0.043
      powvic = -0.73
      betv   = 0.2752
      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 coh1#  [  -   ] Name as specified in NamC in md-file
   sedtyp = sand                          :SEDTYP, type of sediment (sand or mud)
   tcrsed = 1.0000000e-001     [N/m2]    :TCDUNI, critical bed shear stress for sedimentation
   tcrero = 1.0000000e+000     [N/m2]    :TCEUNI, critical bed shear stress for erosion
   eropar = 9.9999997e-006     [kg/m2/s] :EROUNI, sediment erosion rate
   rhosol = 2.6500000e+003     [kg/m3]   :RHOSOL, specific density
   seddia = 0.0002                [m]    :SEDDIA, mean sediment diameter (D50)
   cdryb  = 10.0000000e+002     [kg/m3]   :CDRYB,  dry bed density
   FacDSS = 1.0             [  -   ] FacDss * SedDia = Initial suspended sediment diameter. range [0.6 - 1.0]
   sdbuni = 2.5000000e+001     [kg/m2]   :SDBUNI, initial sediment mass at bed per unit area
[Sediment]
   Name   = #sediment coh2#  [  -   ] Name as specified in NamC in md-file
   sedtyp = mud                           :SEDTYP, type of sediment (sand or mud)
   rhosol = 2.6500000e+003     [kg/m3]   :RHOSOL, specific density
   salmax = 0.0000000e+000     [ppt]     :SALMAX, salinity saline water
   ws0    = 30 0.0000001e-004     [m/s]     :WS0,    settling velocity fresh water
   wsm    = 30 0.0000001e-004     [m/s]     :WSM,    settling velocity saline water
   tcrsed = 1.0000000e-006     [N/m2]    :TCDUNI, critical bed shear stress for sedimentation
   tcrero = 1.0000000e+000     [N/m2]    :TCEUNI, critical bed shear stress for erosion
   eropar = 9.9999997e-006     [kg/m2/s] :EROUNI, sediment erosion rate
   cdryb  =  5.0000000e+002     [kg/m3]   :CDRYB,  dry bed density
   FacDSS = 1.0             [  -   ] FacDss * SedDia = Initial suspended sediment diameter. range [0.6 - 1.0]
   sdbuni = 2.5000000e+001     [kg/m2]   :SDBUNI, initial sediment mass at bed per unit area