[MorphologyFileInformation] FileCreatedBy = Delft3D FLOW-GUI, Version: 3.59.01.48550 FileCreationDate = Tue Jun 20 2017, 14:18:26 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 = 7.0000000e+002 [-] Morphological scale factor MorStt = 6.0000000e+001 [min] Spin-up interval from TStart till start of morphological changes Thresh = 5.0000001e-002 [m] Threshold sediment thickness for transport and erosion reduction MorUpd = true 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 = 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 = 1.0000000e+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 = 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)