//
// CHANGED QUAY was WaterSim.WaterSimU _ws
public static void RangeCheckWaterSupply(WaterSimU _ws)
{
ProviderIntArray One = new ProviderIntArray(0);
// default variable must be placed in the first and second position
string tag = "Water Supply to various: parameters-";
int pdefault1 = 70;
int pdefault2 = 20;
int[] Res = new int[numModeledProviders];
int[] Com = new int [numModeledProviders];
int[] Ind = new int[numModeledProviders];
for (int num = 0; num < numModeledProviders; ++num)
{
RangeCheckTwo_twoDefaults(num, set_parmWaterSupplyToResPct,
set_parmWaterSupplyToComPct, pdefault1, pdefault2, tag);
//
}
for (int i = 0; i < numModeledProviders; i++)
{
Res[i] = set_parmWaterSupplyToResPct[i];
Com[i] = set_parmWaterSupplyToComPct[i];
Ind[i] = set_parmWaterSupplyToIndPct[i];
}
for (int j = 0; j < numModeledProviders; j++)
{
_ws.parmWaterSupplyToResPct[j] = Res[j];
_ws.parmWaterSupplyToComPct[j] = Com[j];
_ws.parmWaterSupplyToIndPct[j] = Ind[j];
}
}
//
// CHANGED QUAY was WaterSim.WaterSimU _ws
public static void RangeCheckEffluent(WaterSimU _ws)
{
// default variable must be placed in the first position
string tag = "Effluent parameters-";
int pdefault = 0;
for (int num = 0; num < numModeledProviders; ++num)
{
RangeCheckTwo(num, set_parmEffluentToVadosePct, set_parmEffluentToPowerPlantPct, pdefault, tag);
//
}
_ws.parmEffluentToVadosePct = set_parmEffluentToVadosePct;
_ws.parmEffluentToPowerPlantPct = set_parmEffluentToPowerPlantPct;
}
//
#region RangeCheck
// CHANGED QUAY was WaterSim.WaterSimU _ws
public static void RangeCheckReclaimed(WaterSimU _ws)
{
string tag = "Reclaimed parameters-";
// CHANGED QUAY was WaterSim.WaterSimU _ws
int mydefault = WaterSimU.ReclaimedToOutputPct;
int ReclaimedToOutput;
for (int num = 0; num < numModeledProviders; ++num)
{
ReclaimedToOutput = set_parmReclaimedToOutputPct[num];
RangeCheckThree_oneDefault(num, set_parmReclaimedToOutputPct, set_parmReclaimedToDirectInjectPct,
set_parmReclaimedToVadosePct, ReclaimedToOutput, mydefault, tag);
//
}
_ws.parmReclaimedToOutputPct = set_parmReclaimedToOutputPct;
_ws.parmReclaimedToDirectInjectPct = set_parmReclaimedToDirectInjectPct;
_ws.parmReclaimedToVadosePct = set_parmReclaimedToVadosePct;
}
//
#region outputs
#endregion
//
// CHANGED QUAY was WaterSim.WaterSimU _ws
public static void parms(WaterSimU _ws)
{
//
_ws.parmWWtoRWWTPpct = set_parmWWtoRWWTPpct;
_ws.parmReclaimedWWtoROpct = set_parmReclaimedWWtoROpct;
_ws.parmWWtoEffluentPct = set_parmWWtoEffluentPct;
_ws.parmReclaimedToInputPct = set_parmReclaimedToInputPct;
_ws.parmROReclaimedToOutputPct = set_parmROReclaimedToOutputPct;
_ws.parmSurfaceWaterToWbankPct = set_parmSurfaceWaterToWbankPct;
_ws.parmSurfaceWaterToWBankAmt = set_parmSurfaceWaterToWbankAmt;
//
_ws.parmSurfaceWaterToVadoseAmt = set_parmSurfaceWaterToVadoseAmt;
_ws.parmWaterSupplyToDirectInjectAmt = set_parmWaterSupplyToDirectInjectAmt;
//
//_ws.get_parmOutdoorWaterUsePct = set_parmOutdoorWaterUsePct;
_ws.parmOutdoorWaterUseResPct = set_parmOutdoorWaterUseResPct;
_ws.parmOutdoorWaterUseComPct = set_parmOutdoorWaterUseComPct;
_ws.parmOutdoorWaterUseIndPct = set_parmOutdoorWaterUseIndPct;
//
_ws.parmReclaimedOutdoorUsePct = set_parmReclaimedOutdoorUsePct;
_ws.parmGroundwaterToGWTPlantPct = set_parmGroundwaterToGWTPlantPct;
//
// Other Provider variables
_ws.set_parmIncludeMeteorology = set_parmIncludeMeteo;
_ws.TimeLagVadoseYears = set_TimeLagVadoseYears;
//_ws.ProviderGPCD = set_ProviderGPCD;
_ws.ProviderGPCD = set_ProviderGPCD;
// County-scale
_ws.ProviderPopGrowthRateAdjustPct = set_ProviderPopGrowthRateAdjustPct;
// 05.25.12 DAS
_ws.ProviderPopGrowthRateOnProjectPct = set_ProviderPopGrowthRateOnProjectPct;
_ws.ProviderPopGrowthRateOtherPct = set_ProviderPopGrowthRateOtherPct;
_ws.WaterBankingOption = set_WaterBankingOption;
// DAS
_ws.set_PopulationsOn = set_PopulationsOn;
_ws.set_PopulationsOther = set_PopulationsOther;
_ws.ModifyProviderNormalFlowPct = modifyNormalFlow;
_ws.WaterFromAgPumping = set_WaterFromAgPumping;
_ws.WaterFromAgSurface = set_WaterFromAgSurface;
//
_ws.set_ProviderAllowanceGWcredits = set_annualGWCredits;
// Ajay and Johnston Project
_ws.parmRateResLeakagePct = set_parmRateResLeakagePct;
_ws.parmBlackWaterResPct = set_parmBlackWaterPct;
//
// Other CityModel or Legacy variables
_ws.DemandPercent = 100;
//
_ws.NewWaterSupplies = set_newWaterSupplies;
//
_ws.AlterProviderGPCDpct = ProviderAlterGPCDPCT;
// 12.09.13
_ws.NormalFlow_rights_max = ProviderMaxNormalFlow;
_ws.WaterToAgriculture_AF = set_waterToAgriculture_AF;
//
_ws.set_ProviderAgCAPandPumpingCurveIndex = set_ProviderAgCreditCurveIndex;
//
_ws.set_ProviderFlowToCOdelta = set_providerFlowToCOdelta;
//
_ws.parmDefaultPumpingMandIPct = set_parmDefaultPumpingMandIPct;
//
RangeCheckEffluent(_ws);
RangeCheckReclaimed(_ws);
RangeCheckWaterSupply(_ws);
//
// 02.02.12 DAS
// Commented out on 04.26.12- no longer using MODFLOW estimates in the model (at this time)
//double[] Groundwater = new double[numModeledProviders];
//Groundwater = WaterSim.initialGW.initMODFLOWGroundwater(_ws.Startyear, numModeledProviders, _ws.DataDirectoryName, _ws.TempDirectoryName);
// Pass Initial groundwater estimates into the fortran model (done
// in the API call using the property "ModelGroundwater"
for (int i = 0; i < numModeledProviders; ++i)
{
//API.modflowTomodel[i] = 0; // Convert.ToInt32(Groundwater[i]);
}
//_ws.ModelGroundwater = modflowTomodel;
_ws.ModelGroundwater = set_ModelGroundwater;
}
