[MorphologyFileInformation]
   FileCreatedBy    = Delft3D FLOW-GUI, Version: 3.56.29165         
   FileCreationDate = Wed Dec 10 2014, 09:13:48         
   FileVersion      = 02.00                        
[Morphology]
   MorFac           =  1                 [-]        Morphological scale factor
   MorStt           =  720               [Tunit]    Spin-up interval from TStart till start of morphological changes
	BedUpd 			= true          #	Update bathymetry during flow run
	CmpUpd                  = false         #       Update composition during flow run
	Thresh 			= 1.0  		# [m] 	Threshold sed thickness for reducing sed exchange
	EqmBc			= false 	#	Equilibrium concentration at inflow boundaries
	#NeuBcSand 		= false 	#	Equilibrium concentration at inflow boundaries for non-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, 2=Bagnold, 3=Koch, 4=Parker)
	UpdInf			= true		 # Update bed levels at inflwo boundaries
        AShld                   = 0.85
        BShld                   = 0.5
        CShld                   = 0.0
        DShld                   = 0.0
[Boundary]
   Name             = #bc_us_T1_dis#                Name of boundary node 
   IBedCond         = 1                             0: bed level free 
                                                    1: bed level fixed 
                                                    2: time series depth m
                                                    3: depth change prescribed depth change m/s
                                                    4: transport incl pores prescribed transport incl pores m3/s
                                                    5: transport excl pores prescribed transport excl pores m3/s   
[Boundary]
   Name             = #bc_ds_T1_waterlevel#         Name of boundary node 
   IBedCond         = 0                             0: bed level free 
                                                    1: bed level fixed 
                                                    2: time series depth m
                                                    3: depth change prescribed depth change m/s
                                                    4: transport incl pores prescribed transport incl pores m3/s
                                                    5: transport excl pores prescribed transport excl pores m3/s                                                      
[Output]
  Dm = false
  Dg = false
  HidExp = false
  WithPores = true
  Bedslope = true
  Percentiles = 16 50 84 90
  VelocAtZeta = true 
[Numerics]
  FluxLimiter 		= #None#