[MorphologyFileInformation]
	FileCreatedBy    = V
	FileCreationDate = today
	FileVersion      = 02.00
[Morphology]
	EpsPar 			= False 	#	Only for waves in combination with k-eps
	IopKCW 			= 1 		#	Flag for determining Rc and Rw
	RDC 			= 0.01 		# [m] 	Current related roughness (IopKCW = 2)
	RDW 			= 0.02 		# [m] 	Wave related roughness (IopKCW = 2)
	MorFac        	= 1         # [-]     Morphological scale factor
   	MorStt        	= 0             # [TUnits]   Spin-up interval from TStart till start of morphological changes
	Thresh 			= 1.0  		# [m] 	Threshold sed thickness for reducing sed exchange
	BedUpd 			= true          #	Update bathymetry during flow run
	CmpUpd          = true
	EqmBcSand		= true  	#	Equilibrium concentration at inflow boundaries for non-cohesive suspended sediment
	NeuBcSand 		= false 	#	Neumann concentration at inflow boundaries for cohesive suspended sediment
	EqmBcMud		= false  	#	Equilibrium concentration at inflow boundaries for non-cohesive suspended sediment
	NeuBcMud 		= true  	#	Neumann concentration at inflow boundaries for cohesive suspended sediment
	NeglectEntrainment      = True 		#
	DensIn 			= false 		#	Include effect of sediment on density gradient
	AksFac 			= 1 		# [-] 	Van Rijn's reference height = AKSFAC * KS
	RWave 			= 2 		# [-] 	Wave related roughness = RWAVE * estimated	ripple height. Van Rijn Recommends range 1-3
	AlfaBs 			= 1 		# [-] 	Longitudinal bed gradient factor for bedload transport
	AlfaBn 			= 1		    # [-] 	Transverse bed gradient factor for bedload transport
	Sus 			= 1 		# [-] 	Multipl fac for suspended sed reference concentration
	Bed 			= 1 		# [-] 	Multipl factor for bedload transport vector magnitude
	SusW 			= 1 		# [-] 	Wave-related suspended sed. transport factor
	BedW 			= 1 		# [-] 	Wave-related bedload sed. transport factor
	SedThr 			= 0.1 		# [m] 	Minimum threshold depth for sediment computations
	ThetSD 			= 1. 		# [-] 	Fraction of erosion to assign to adjacent dry cells
	#HMaxTH 		= 9 	    # [m] 	Max depth for var THETSD. Set < SEDTHR to use global value only
	#Espir			= 1		     # Effect of spiral flow on bedload transport
	ISlope			= 1		     # bed slopw formulation (1= no
	UpdInf			= true		 # Update bed levels at inflwo boundaries
    AShld           = 0.85
    BShld           = 0.5
    CShld           = 0.0
    DShld           = 0.0
    IHidExp         = 1             # hiding and exposure formulation number (1 integer
                                                # in the range 1 to 5) If the simulation includes a mud
                                                # fraction, only 1 is allowed.
                                                # 1 no hiding and exposure
                                                # 2 Egiazaroff formulation
                                                # 3 Ashida & Michiue formulation
                                                # 4 Parker et al. formulation
                                                # 5 Wu, Wang & Jia formulation
[Boundary]
   Name             = #Node001#         Name of boundary node
   IBedCond         = 1                             0: bed level free
                                                    1: bed level fixed
                                                    2: time series depth m
                                                    3: depth change prescribed m/s
                                                    4: transport incl pores prescribed transport incl pores m3/s
                                                    5: transport excl pores prescribed transport excl pores m3/s
                                                    6: bed level prescribed m
                                                    7: bed level change prescribed m/s

#[Underlayer]
#  IUnderLyr = 2       [ - ] Flag for underlayer concept
#                            1 (default): one fully mixed layer
#                            2          : graded sediment underlayers
#  IniComp          = tenryuu_morlyr2.ini
#  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 = 25         [ - ] Number of underlayers (excluding final well mixed layer)
#  ThUnLyr = 2       [ m ] Thickness of each underlayer
  
#[Numerics]
#MaximumWaterdepth           = 1

[Output]
  Percentiles                   = 10 50 90
  HidExp                        = true
  WithPores                     = true
  VelocAtZeta                   = true
  VelocMagAtZeta                = true
  VelocZAtZeta                  = true
  ShearVeloc                    = true
  BedTranspAtFlux               = true
  SuspTranspAtFlux              = true
  BedTranspDueToCurrentsAtZeta  = true
  BedTranspDueToCurrentsAtFlux  = true
  BedTranspDueToWavesAtZeta     = false
  BedTranspDueToWavesAtFlux     = false
  SuspTranspDueToWavesAtZeta    = true
  SuspTranspDueToCurrentsAtZeta = true
  SuspTranspDueToWavesAtFlux    = false
  NearBedRefConcentration       = true
  EquilibriumConcentration      = true
  NearBedTranspCorrAtFlux       = true
  SourceSinkTerms               = true
  ReferenceHeight               = true
  SettlingVelocity              = true
  RawTransportsAtZeta           = true
  Bedslope                      = true
  Taurat                        = true
  Dm                            = true
  Dg                            = true
  Dgsd                          = true
  Frac                          = true
  MudFrac                       = true
  SandFrac                      = true
  FixFac                        = true
  CumNetSedimentationFlux       = true
  BedLayerSedimentMass          = true
  BedLayerVolumeFractions       = true
  BedLayerDepth                 = true
  BedLayerPorosity              = true