[MorphologyFileInformation]
FileCreatedBy = Delft3D FLOW-GUI, Version: 3.59.01.48550
FileCreationDate = Sun Nov 12 2017, 14:37:00
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+000 [-] Morphological scale factor
MorStt = 7.2000000e+002 [min] Spin-up interval from TStart till start of morphological changes
Thresh = 2.5000000e-001 [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 = 2.0000000e+001 [-] 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 = 2.0000000e-001 [-] Wave-related suspended sed. transport factor
BedW = 2.0000000e-001 [-] Wave-related bed-load sed. transport factor
SedThr = 1.0000000e+000 [m] Minimum water depth for sediment computations
ThetSD = 1.0000000e+000 [-] Factor for erosion of adjacent dry cells
HMaxTH = 2.0000000e-001 [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)
CaMax = 0.05
DzMax = 0.05 [%] 'Afknijp-criterium'
Multi = false [-] Flag for running parallel conditions
NeuBcSand = true [T/F] Neumann boundary conditions for Sand
[Underlayer]
IUnderLyr = 2 [-] Flag for underlayer concept
ExchLyr = false [T/F] Switch for exchange layer
TTLForm = 1 [-] Transport layer thickness formulation
ThTrLyr = 0.5 [m] Thickness of the transport layer
MxNULyr = 14 [-] Number of underlayers (excluding final well mixed layer)
ThUnLyr = 1 [m] Thickness of each underlayer
UpdBaseLyr = 1 update baselayer thickness and compostiton
IniComp = ame.inb
[Output]
AverageAtEachOutputTime= true Write mean total transports at each interval to trim-file
BedTranspDueToCurrentsAtZeta= true
BedTranspDueToWavesAtZeta= true
SuspTranspDueToWavesAtZeta= true
HidExp = true
Dm = true
Percentiles = 10 50 60 90