[MorphologyFileInformation]
   FileCreatedBy    = Delft3D FLOW-GUI, Version: 3.56.29165
   FileCreationDate = Wed Dec 10 2014, 09:13:48
   FileVersion      = 02.00
[Morphology]
   EpsPar           = false                         Vertical mixing distribution according to van Rijn (overrules k-epsilon model)
   IopKCW           = 1                             Flag for determining Rc and Rw
   RDC              = 0.01                 [m]      Current related roughness height (only used if IopKCW <> 1)
   RDW              = 0.02                 [m]      Wave related roughness height (only used if IopKCW <> 1)
   MorFac           =  1.0000000e+001      [-]      Morphological scale factor
   MorStt           =  7.2000000e+004      [Tunit]  Spin-up interval from TStart till start of morphological changes
   Thresh           =  5.0000001e-002      [m]      Threshold sediment thickness for transport and erosion reduction
   BedUpd           = true                          Update bathymetry during FLOW simulation
   CmpUpd           = true                         Update composition during FLOW simulation
   EqmBc            = true                          Equilibrium sand concentration profile at inflow boundaries
   DensIn           = false                         Include effect of sediment concentration on fluid density
   AksFac           =  1.0000000e+000      [-]      van Rijn's reference height = AKSFAC * KS
   RWave            =  2.0000000e+000      [-]      Wave related roughness = RWAVE * estimated ripple height. Van Rijn Recommends range 1-3
   AlfaBs           =  0.0000000e+000      [-]      Streamwise bed gradient factor for bed load transport
   AlfaBn           =  0.0000000e+000      [-]      Transverse bed gradient factor for bed load transport
   Sus              =  1.0000000e+000      [-]      Multiplication factor for suspended sediment reference concentration
   Bed              =  1.0000000e+000      [-]      Multiplication factor for bed-load transport vector magnitude
   SusW             =  1.0000000e+000      [-]      Wave-related suspended sed. transport factor
   BedW             =  1.0000000e+000      [-]      Wave-related bed-load sed. transport factor
   SedThr           =  1.0000000e-001      [m]      Minimum water depth for sediment computations
   ThetSD           =  0.0000000e+000      [-]      Factor for erosion of adjacent dry cells
   HMaxTH           =  1.5000000e+000      [m]      Max depth for variable THETSD. Set < SEDTHR to use global value only
   FWFac            =  1.0000000e+000      [-]      Vertical mixing distribution according to van Rijn (overrules k-epsilon model)
[Output]
  Dm = false
  Dg = false
  HidExp = false
  WithPores = true
  Bedslope = true
  Percentiles = 16 50 84 90
  BedTranspDueToCurrentsAtZeta = true
  VelocAtZeta = true

[Numerics]
  MaximumWaterdepth = true
  LaterallyAveragedBedload = false
  UpwindBedload = false

[Boundary]
Name     = #bc_us_T1_dis#
IBedCond = 1                  # 0 no bed level constraint
                              # 1 bed level fixed
                              # 2 depth specified as function of time
                              # 3 depth change specified as function of time
                              # 4 bedload transport rate prescribed (volume rate of bed material)
                              # 5 bedload transport rate prescribed (volume rate of stone)
                              # 6 bed level specified as function of time
                              # 7 bed level change specified as function of time

[Boundary]
Name     = #bc_ds_T1_waterlevel#
IBedCond = 0                  # 0 no bed level constraint
                              # 1 bed level fixed
                              # 2 depth specified as function of time
                              # 3 depth change specified as function of time
                              # 4 bedload transport rate prescribed (volume rate of bed material)
                              # 5 bedload transport rate prescribed (volume rate of stone)
                              # 6 bed level specified as function of time
                              # 7 bed level change specified as function of time

[Boundary]
Name     = #bc_ds_T2_waterlevel#
IBedCond = 0                  # 0 no bed level constraint
                              # 1 bed level fixed
                              # 2 depth specified as function of time
                              # 3 depth change specified as function of time
                              # 4 bedload transport rate prescribed (volume rate of bed material)
                              # 5 bedload transport rate prescribed (volume rate of stone)
                              # 6 bed level specified as function of time
                              # 7 bed level change specified as function of time