[MorphologyFileInformation]
   FileCreatedBy    = Delft3D-FLOW-GUI, Version: 3.41.02         
   FileCreationDate = Thu Feb 18 2010, 10:23:36         
   FileVersion      = 02.00                        
[Morphology]
   EpsPar           = false                [T/F]    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           = 1.0                  [-]      Morphological scale factor
   MorStt           = 120.0                [min]    Spin-up interval from TStart till start of morphological changes
   Thresh           = 0.05                [m]      Threshold sediment thickness for transport and erosion reduction
   MorUpd           = true                 [T/F]    Update bathymetry during FLOW simulation
   CmpUpd 	    = true                 [T/F]    Update bed composition during flow run
   Rouse            = true                 [T/F]    Set equilibrium sediment concentration values to standard Rouse profiles
   EqmBc            = true                 [T/F]    Equilibrium sand concentration profile at inflow boundaries
   DensIn           = false                [T/F]    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           =  1.5000000e+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             =  1.0000000e+000      [-]      Wave-related suspended sed. transport factor
   BedW             =  1.0000000e+000      [-]      Wave-related bed-load sed. transport factor
   SedThr           =  5.0000000e-001      [m]      Minimum water depth for sediment computations
   ThetSD           =  0.6000000e+000      [-]      Factor for erosion of adjacent dry cells
   HMaxTH           =  5.0000000e-002      [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)
   DzMax            = 0.1
   Espir            =  0.5                 [-]      Calibration factor spiral flow
   ISlope           =  3                   [-]      Flag for bed slope effect
                                                      1          : None
                                                      2 (default): Bagnold
                                                      3          : Koch & Flokstra
   AShld           = 1.5                     [-] Bed slope parameter Koch & Flokstra
   BShld           = 0.5                     [-] Bed slope parameter Koch & Flokstra
   IHidExp         = 3                     [-] Flag for hiding & exposure
                                               1 (default): none
                                               2          : Egiazaroff
                                               3          : Ashida & Michiue, modified Egiazaroff
                                               4          : Soehngen, Kellermann, Loy
                                               5          : Wu, Wang, Jia
                                                 
[Underlayer]
  IniComp   = #funagira02.inb#
  IUnderLyr = 2       [ - ] Flag for underlayer concept
                            1 (default): one fully mixed layer
                            2          : graded sediment underlayers
  ExchLyr = false     [T/F] Switch for exchange layer
  TTLForm = 1         [ - ] Transport layer thickness formulation
                            1 (default): constant (user-specified) thickness
  ThTrLyr = 0.5       [ m ] Thickness of the transport layer
  MxNULyr = 10        [ - ] Number of underlayers (excluding final well mixed layer)
  ThUnLyr = 0.2       [ m ] Thickness of each underlayer
  
[Output]
  Dm = true
  Dg = true
  Percentiles = 10 50 90
  HidExp = true
  WithPores = true
[Numerics]
  MaximumWaterdepth = false
  LaterallyAveragedBedload = false
  UpwindBedload = true