[General]
Version=PLUV2.70
Language=1
DLGFunctionality=-1

[NetworkOptions]
MinumumLength=1
NetworkChanged=-1
PluviusNetworkInformation=0

[InitialConditions]
InitialEmptyWells=0
InitialSalinity=0.0

[RunoffOptions]
ContinueAtLargeNegativeQlat=-1
FixedQlatAtReach=-1
LowerTimeStepsLargeQlat=0
MultipleStormEvents=0
SplitQlatAtReach=0

[ResultsNodes]
Freeboard=-1
LevelFromStreetLevel=0
RunOff=0
Salinity=0
TimeWaterOnStreet=0
Volume=-1
VolumesOnStreet=0
WaterDepth=-1
WaterLevel=-1
WaterOnStreet=0

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

[ResultsStructures]
CrestLevelOpeningsHeight=0
Discharge=-1
Head=-1
OpeningsWidth=0
PressureDifference=-1
Velocity=-1
WaterLevel=-1
Waterleveloncrest=-1
CrestWidth=-1
OpeningsArea=-1
CrestLevel=-1
GateLowerEdgeLevel=-1
ThresholdForSpillCountInHours=24

[ResultsGeneral]
ActualValue=-1
DelwaqNoStaggeredGrid=-1
MaximumValue=0
MeanValue=0
SobeksimStamp=-1
Zero2DRainEvap2Delwaq=0
ReducedIdResults=0

[ResultsGrid]
1DFlowDischargeMeasuringSection=0

[Sediment]
LevelAffectedBySediment=.3
D50=.0005
D90=.001

[TimeStepEstimation]
FromAvailableVolumes=-1

[Specials]
DesignFactorDLG=1

[Indication]
VelocityReachSegments=.5
VelocityStructures=.75

[SimulationOptions]
AccurateVersusSpeed=3
allowablelargertimestep=0
ASCIIFileUVComponent=0
Cflcheckalllinks=0
Channel=-1
CommunicationWithSRW=0
ConveyanceTableUsed=0
ConveyanceUsed=-1
ConvtabYzprof=-1
CorrectionforCulverts=-1
CourantNumber=2
Debug=0
DebugTime=0
DepthsBelowBobs=0
DispMaxFactor=0.1
Manhloss=0
MaxAdjacentEdges=20
MaxDegree=6
MaxIterations=8
MaxVolFact=0.9
MissingValue=-999.999
NewRTCCoupling=-1
NewRTCWriteformat=-1
NoAdvec=0
NoNegativeQlatWhenThereIsNoWater=-1
NoReduce=0
Onlineplot=0
OnLineWQ=0
PercentAllowableVolumeError=1
PreissmannMinClosedManholes=0.001
Readsamples=0
RiverStucturesAllowed=-1
RTCInUse=0
RunoffInUse=0
Salinity=0
Sewer=0
SimulationSynchron=0
SiphonUpstreamThresholdSwitchOff=0.1
SteadyCalculation=0
StructureStabilityFactor=0
TransitionHeightSD=1
Treat2DFrictiontermsameas1D=0
TypeDikeLvl=0
Use1D2DNode=-1
Use1D2DRestartInputFile=0
Use1D2DRestartOutputFile=0
Use2DWindFrictSameAs1DFormulation=-1
UseCGSolver=0
UseConservativeMemoryAllocation=-1
UseExtraFrictionDepth1D=-1
UseFls=0
UseGridAsSurface=-1
Usevariableteta=0
VolumeCheck=0
Writesamples=0
DtMinimum=0.001
EpsilonValueVolume=0.0001
EpsilonValueWaterDepth=0.0001
StructureDynamicsFactor=1
RelaxationFactor=1
VolumeCorrection=0
ThresholdValueFlooding=0.01
ThresholdValueFloodingFLS=0.001
StructureInertiaDampingFactor=1
MinimumSurfaceinNode=0.1
MinimumSurfaceatStreet=0.1
AccelerationTermFactor=1
UseTimeStepReducerStructures=0
MinumumTimeStepNegativeQlat=1
WaterQualityInUse=0
OnlineRunoff=0
River=-1
1DMOR=0
SimulationTimeFromEvents=0
OnlineDelft3DFlow=0
UseRestart=0
Use1DRestartInputFile=0
Use1DRestartOutputFile=0

[Overland Flow]
2DEddyViscosity=0.0
DefaultChezy1D2DConnections=
Limtyp=1
Noslip=0
Use2DDikeLimiter=-1
Minimum2DDikeHeightLimit=0.50

[ResultsARCVIEW]
FilePath=..\WORK\
UvelocityVvelocityResultingvelocityNoDecimalsInASCIIMapFiles=4
WaterlevelWaterdepthBedlevelNoDecimalsInASCIIMapFiles=4
[ResultsFLS]
MAPParamH=0
MAPParamC=0
MAPParamZ=0
MAPParamU=0
MAPParamV=0
AsciiOutput=0