public override Double[] plotY(double ratio, string p = "Nitrogen")
{
Double[] x = plotX();
Double[] y = new Double[15];
double rd = ratio * 12 * BufferDepth * SoilStorageCapacity; // Retention Depth (in over watershed)
base.CalculateMediaMixTreatmentEfficiency();
for (int i = 0; i < 14; i++)
{
double t = RetentionEfficiencyLookupTables.CalculateEfficiency(rd,
WatershedNDCIACurveNumber,
WatershedDCIAPercent,
RainfallZone);
double e = (p == "Nitrogen" ?
VNBEfficiencyTables.NitrogenRemovalEfficiency(BufferWidthSlope, x[i]) :
VNBEfficiencyTables.PhosphorusRemovalEfficiency(BufferWidthSlope, x[i]));
double m = (p == "Nitrogen" ?
MediaNPercentReduction :
MediaPPercentReduction);
y[i] = t * m / 100 + (100 - t) * e / 100;
}
return(y);
}
public new void Calculate()
{
RetentionDepth = 12 * BufferW * BufferDepth * SoilStorageCapacity / (BufferW + BufferFeederWidth);
base.CalculateTreatmentEfficiency(RetentionDepth, WatershedNDCIACurveNumber, WatershedDCIAPercent);
// The Efficiency is based on
BufferNRemovalEfficiency = VNBEfficiencyTables.NitrogenRemovalEfficiency(BufferWidthSlope, BufferW);
BufferPRemovalEfficiency = VNBEfficiencyTables.PhosphorusRemovalEfficiency(BufferWidthSlope, BufferW);
ProvidedNTreatmentEfficiency = HydraulicCaptureEfficiency + (100 - HydraulicCaptureEfficiency) * BufferNRemovalEfficiency / 100;
ProvidedPTreatmentEfficiency = HydraulicCaptureEfficiency + (100 - HydraulicCaptureEfficiency) * BufferPRemovalEfficiency / 100;
CaclulateRemainingEfficiency();
CalculateMassLoading();
base.CalculateGroundwaterDischarge();
}
