[General]
Version=3.3
NrOfModules=12
Channel=-1
Sewer=0
RIVER=0
FLS=0
D3DFLOW=0
3B=0
1DMOR=0
DELWAQ=0
2DWAQ=0
3DWAQ=0
WLM=0
RTC=0
Task1Module1=CF/SF
NrOfModulesPerTask1=1
NrOfTasks=1
TaskDescription=Run 1DFLOW (Rural) module stand-alone
QuantityAndQualityParallel=0
QuantityResultsPresentFromCase=
QuantityResultsTime=

[Restart]
RES_SELECTED=
RES_NEW=

[InitialConditions]
FromNetter=-1
FromValuesSelected=0
FromRestart=0
InitialLevel=-1
InitialDepth=0
InitialFlowValue=0
InitialLevelValue=2
InitialDepthValue=.1
EmptyWells=0

[Simulation]
Mode=20
BeginYear=2000
BeginMonth=1
BeginDay=1
BeginHour=0
BeginMinute=0
BeginSecond=0
EndYear=2000
EndMonth=1
EndDay=6
EndHour=0
EndMinute=0
EndSecond=0
PeriodFromEvent=0
Steady=0
UnSteady=-1
UseCMTRunoff4Flow=0
PeriodFromRR=0
NoNegativeQlatWhenThereIsNoWater=-1
Remote=0

[Timesteps]
SobekDays=0
SobekHours=0
SobekMinutes=5
SobekSeconds=0
3BDays=0
3BHours=1
3BMinutes=0
3BSeconds=0

[ResultsNodes]
WaterLevel=-1
WaterDepth=-1
WaterOnStreet=-1
TimeWaterOnStreet=-1
LevelFromStreetLevel=-1
RunOff=-1
VolumeOnStreet=-1
NodeVolume=0

[ResultsBranches]
Discharge=-1
Velocity=-1
SedimentFrijlink=0
SedimentVanRijn=0
Wind=0
Froude=0
WaterLevelSlope=0
Chezy=0
SubSections=0

[ResultsStructures]
Discharge=-1
WaterLevel=-1
CrestlevelOpeningsHeight=-1
StructHead=0
StructVelocity=0
OpeningsWidth=0
OpeningsArea=0
CrestLevel=-1
GateOpeningsLevel=-1
PressureDifference=0
WaterlevelOnCrest=0
ThresholdForSpillCountInHours=24

[ResultsGeneral]
NrOfTimesteps=12
ActualValue=-1
MeanValue=0
MaximumValue=0
OutputSeriesFullDetail=0
WaterQualityInUse=0

[Parameters]
g=9.81
Theta=0.55
Psi=0.5
Rho=1000
Relax=1
NrOfIter=50
StopLevelCrit=0.01
StopFlowCrit=0.1

[Water Quality]
MeasurementFile=
Fraction=-1
PeriodFromEvent=-1
HistoryOutputInterval=1
BalanceOutputInterval=1
HisPeriodFromSimulation=-1
BalPeriodFromSimulation=-1

[Updates]
YZProfile=-1

[Flow Parameters]
Option=1
CourantNumber=1
MaxDegree=6
MaxIterations=8
DtMinimum=.001
EpsilonValueVolume=.0001
EpsilonValueWaterDepth=.0001
StructureDynamicsFactor=1
RelaxationFactor=1
Rho=1000
Gravity=9.81
VolumeCorrection=0
ThresholdValueFlooding=.01
ThresholdValueFloodingFLS=.001
Theta=1
MinumumLength=1
AccurateVersusSpeed=3
StructureInertiaDampingFactor=1
MinimumSurfaceinNode=.1
MinimumSurfaceatStreet=.1
ExtraResistanceGeneralStructure=0
LowerTimeStepsLargeQlat=0
AccelerationTermFactor=1
UseTimeStepReducerStructures=0
MinumumTimeStepNegativeQlat=1

[Overland Flow]
InitialValueFromNetter=-1
InitialValueFromValuesSelected=0
InitialLevel=0
InitialDepth=0
InitialLevelValue=0
InitialDepthValue=0
MAPOutputTimesteps=1
HISOutputTimesteps=1
INCOutputTimesteps=1
UseGridAsSurface=-1
TypeDikelvl=0
Use1D2DNode=-1
ASCHeightFile=-1
UsePrecipitation=0
MAPParam H=0
MAPParam C=0
MAPParam Z=0
MAPParam U=0
MAPParam V=0
AsciiOutput=0
Use2DCarlsonScheme=0
Use2DDikeLimiter=-1
Minimum2DDikeHeigthLimit=0.50
[Sediment]
LevelAffectedBySediment=.3
D50=.0005
D90=.001
[Specials]
DesignFactorDLG=1
[Indication]
IndicationVelocityBranches=.5
IndicationVelocityStructures=.75
MinimumFreeboard=-.2
[Flow Options]
ReferenceCase=
ProfileInterpolation=0
RunoffInUse=0
RtcInUse=0
SimulationSynchron=0
Channel=-1
Sewer=0
[River Options]
TransitionHeightSD=1


[Output Functions]
UseOutputFrom=3