[MorphologyFileInformation]
   FileCreatedBy    = Delft3D FLOW-GUI, Version: 3.56.29165
   FileCreationDate = Wed Jan 07 2015, 16:31:07
   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           =  1.8000000e+002      [-]      Morphological scale factor
   MorStt           =  5.0000000e+000      [min]    Spin-up interval from TStart till start of morphological changes
   Thresh           =  5.0000000e-002      [m]      Threshold sediment thickness for transport and erosion reduction
   MorUpd           = false                         Update bathymetry during FLOW simulation
   EqmBc            = true                          Equilibrium sand concentration profile at inflow boundaries
   DensIn           = false                         Include effect of sediment concentration on fluid density
   AksFac           =  5.0000000e-001      [-]      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           =  1.0000000e+000      [-]      Streamwise bed gradient factor for bed load transport
   AlfaBn           =  1.5000000e+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             =  5.0000000e-001      [-]      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           =  1.0000000e-001      [-]      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-001      [-]      Vertical mixing distribution according to van Rijn (overrules k-epsilon model)
[Output]
   BedTranspDueToCurrentsAtZeta = true
   VelocAtZeta                  = true
   VelocMagAtZeta               = true
   VelocZAtZeta                 = true
   ShearVeloc                   = true
[underlayer]
   IUnderLyr        =  2
   MxNULyr          = 5        Number of bookkeeping layers
   ThTrLyr          = 1         [m] Thickness transport layer
   ThUnLyr          = 2        [m] Thickness of bookkeeping layers

[output]
   HidExp           = true
   Dm                  = true
   Percentiles    = 10 50 90