protected virtual void OnInfiltrationMethodChanged(InfiltrationMethodChangeEventArgs e)
{
EventHandler <InfiltrationMethodChangeEventArgs> handler = InfiltrationMethodChanged;
if (handler != null)
{
handler(this, e);
}
}
private void RaiseInfilEvent(string aInfilRate, string aInfilDepth, string aInfilDrainTime)
{
InfiltrationMethodChangeEventArgs args = new InfiltrationMethodChangeEventArgs();
if (rdoInfilMethodMaryland.Checked)
{
args.InfilMethod = Infiltration_Calc.INFILCALCMETHODS.MARYLANDLOOKUP;
}
else if (rdoInfilMethodGAmp.Checked)
{
args.InfilMethod = Infiltration_Calc.INFILCALCMETHODS.GREENAMPT;
}
//Java "%.5f" -> 5 digits after decimal point
if (string.IsNullOrEmpty(aInfilRate))
{
args.ResultInfiltrationRate = String.Format("{0:0.00000}", (object)Infiltration_Calc.ResultInfiltrationRate);
}
else
{
args.ResultInfiltrationRate = aInfilRate;
}
if (string.IsNullOrEmpty(aInfilDepth))
{
args.ResultInfiltrationDepth = String.Format("{0:0.00000}", Infiltration_Calc.ResultInfiltrationDepth);
}
else
{
args.ResultInfiltrationDepth = aInfilDepth;
}
if (string.IsNullOrEmpty(aInfilDrainTime))
{
args.ResultInfiltrationDrainTime = String.Format("{0:0.00000}", Infiltration_Calc.ResultInfiltrationDrainTime);
}
else
{
args.ResultInfiltrationDrainTime = aInfilDrainTime;
}
OnInfiltrationMethodChanged(args);
}
private void InfilMethodChanged(object sender, EventArgs e)
{
if (!pLoaded)
{
return;
}
if (rdoInfilMethodGAmp.Checked)
{
frameGAmp.Enabled = true;
InfiltrationMethodChangeEventArgs args = new InfiltrationMethodChangeEventArgs();
args.InfilMethod = Infiltration_Calc.INFILCALCMETHODS.GREENAMPT;
//Java "%.5f" -> 5 digits after decimal point
args.ResultInfiltrationRate = String.Format("{0:0.00000}", Infiltration_Calc.ResultInfiltrationRate);
args.ResultInfiltrationDepth = String.Format("{0:0.00000}", Infiltration_Calc.ResultInfiltrationDepth);
args.ResultInfiltrationDrainTime = String.Format("{0:0.00000}", Infiltration_Calc.ResultInfiltrationDrainTime);
OnInfiltrationMethodChanged(args);
}
else if (rdoInfilMethodMaryland.Checked)
{
frameGAmp.Enabled = false;
cboSoilMenu_SelectedIndexChanged(null, null);
}
}
private void cboSoilMenu_SelectedIndexChanged(object sender, EventArgs e)
{
if (cboSoilMenu.SelectedItem == null)
{
System.Windows.Forms.MessageBox.Show("Must select a soil type first", "Infiltration Calculator");
return;
}
if (Calculator == null)
{
Calculator = new Infiltration_Calc();
}
string lSoilName = cboSoilMenu.SelectedItem.ToString();
Dictionary <string, string> soilprop = Calculator.MDMethod(lSoilName);
string lVal = "";
bool lValIsOK;
foreach (string lKey in soilprop.Keys)
{
lValIsOK = false;
if (soilprop.TryGetValue(lKey, out lVal))
{
lValIsOK = true;
}
if (lKey.StartsWith("Porosity"))
{
if (lValIsOK)
{
txtGAmpPorosity.Text = lVal;
}
}
else if (lKey.StartsWith("Effective Porosity"))
{
if (lValIsOK)
{
txtGAmpEffPorosity.Text = lVal;
}
}
else if (lKey.StartsWith("Suction Head"))
{
if (lValIsOK)
{
txtGAmpSuction.Text = lVal;
}
}
else if (lKey.StartsWith("Pore Size Distribution"))
{
}
else if (lKey.StartsWith("Residual Water Content"))
{
if (lValIsOK)
{
txtGAmpResWater.Text = lVal;
}
}
else if (lKey.StartsWith("Hydraulic Head"))
{
}
else if (lKey.StartsWith("Hydraulic Conductivity"))
{
if (lValIsOK)
{
txtGAmpSatHydCond.Text = lVal;
}
}
else if (lKey.StartsWith("Typical Water Capacity"))
{
}
else if (lKey.StartsWith("Typical Infilteration Rate"))
{
if (rdoInfilMethodMaryland.Checked)
{
Infiltration_Calc.ResultInfiltrationRate = double.Parse(lVal);
}
}
else if (lKey.StartsWith("Hydrologic Soil Group"))
{
}
}
if (rdoInfilMethodMaryland.Checked)
{
InfiltrationMethodChangeEventArgs args = new InfiltrationMethodChangeEventArgs();
args.InfilMethod = Infiltration_Calc.INFILCALCMETHODS.MARYLANDLOOKUP;
args.ResultInfiltrationRate = Infiltration_Calc.ResultInfiltrationRate.ToString();
args.ResultInfiltrationDepth = "";
args.ResultInfiltrationDrainTime = "";
OnInfiltrationMethodChanged(args);
}
}
