[SedimentFileInformation]
	FileCreatedBy = Roy Daggenvoorde
	FileVersion     = 02.00
	FileCreationDate= 19-3-2020
[SedimentOverall]
	IopSus 			= 1 			    #           Suspended sediment size is Y/N calculated dependent on d50
	Cref 			= 1.60e+03 		    # [kg/m3] 	CSoil Reference density for hindered settling
[Sediment]
	Name 			= #SedimentSand1# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 8e-05     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.000125      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 1               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal                  = 1.000000                                Calibration coefficient                
    RouKs  =   0.000 
    SusFac  = 0.000
[Sediment]
	Name 			= #SedimentSand2# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.000125     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.00025      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 1               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal                  = 1.000000                                Calibration coefficient                
    RouKs  =   0.000 
    SusFac  = 0.000
[Sediment]
	Name 			= #SedimentSand3# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.00025     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.001      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 1               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal                  = 1.000000                                Calibration coefficient                
    RouKs  =   0.000 
    SusFac  = 0.000	
[Sediment]
	Name 			= #SedimentSand4# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.001     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.004      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand5# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.004     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.008      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand6# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.008     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.016      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand7# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.016     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.0315      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand8# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.0315     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.063      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand9# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.063     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.1      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter  
[Sediment]
	Name 			= #SedimentSand10# 	#		Name as specified in NamC in mdf-file
	SedTyp 			= bedload		  #		Must be "sand", "mud" or "bedload"
	SedMinDia = 0.1     [  m   ] Sand only: Minimum sediment diameter
	SedMaxDia = 0.2      [  m   ] Sand only: Maximum sediment diameter
	RhoSol 			= 2.65e+003       # [kg/m3] 	Specific density
	CDryB 			= 1.6e+003        # [kg/m3] 	Dry bed density
	FacDSS 			= 1.0e+2		  # [-] 		FacDss*SedDia = Initial suspended sediment diameter.
	IniSedThick 	= morlyr.ini      Initial sediment layer thickness at bed (uniform value or filename)
	TraFrm = 4               [  -   ] General formula (written like Meyer-Peter Mueller)
    ACal   = 8.0             [  -   ] Calibration factor
    PowerB = 0.0             [  -   ] B Power 
    PowerC = 1.5             [  -   ] C Power
    RipFac = 0.7             [  -   ] Ripple factor
    ThetaC = 0.047           [  -   ] Dimensionless critical shear stress parameter