private void downSuperWaterLevelBtn_Click_1(object sender, EventArgs e)
{
if (null == p.downSubWaterLevel)
{
p.downSubWaterLevel = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.TwoDim);
}
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.downSubWaterLevel))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.WaterLevel, "下游亞臨界流水位", "水位", p.inputGrid.GetJ, p.boundaryTimeNumber, p, p.downSubWaterLevel);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.downSubWaterLevel = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void subSideFlowQuantityBtn_Click(object sender, EventArgs e)
{
if (null == p.subSideFlowQuantity)
{
p.subSideFlowQuantity = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.TwoDim);
}
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.subSideFlowQuantity))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.FlowQuantity, "上游亞臨界流側方向流量", "流量Q", p.inputGrid.GetJ, p.boundaryTimeNumber, p, p.subSideFlowQuantity);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.subSideFlowQuantity = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void depthAverageConcentrationBtn_Click(object sender, EventArgs e)
{
ThreeWayTableForm form = new ThreeWayTableForm();
// p.depthAverageConcentration = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim);
form.SetFormMode(ThreeWayTableForm.FormType.DepthAverageConcentration, "水深平均濃度", "粒徑", p.inputGrid.GetJ, p.inputGrid.GetI, p, p.depthAverageConcentration);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.depthAverageConcentration = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
p.depthAverageConcentration.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
}
//TableInputForm form = new TableInputForm();
//form.SetFormMode(depthAverageConcentrationBtn.Text, p.inputGrid.GetJ, p.inputGrid.GetI, depthAverageConcentrationBtn.Text, "", "",
// TableInputForm.InputFormType.TwoInOneDouble, 90, 120, false, false, false, p.waterLevel);
//DialogResult r = form.ShowDialog();
//if (DialogResult.OK == r)
//{
// p.waterLevel = new RiverSimulationProfile.TwoInOne(form.GenericTwoInOneData());
//}
}
private void depthAverageConcentrationBtn_Click(object sender, EventArgs e)
{
ThreeWayTableForm form = new ThreeWayTableForm();
// p.depthAverageConcentration = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim);
form.SetFormMode(ThreeWayTableForm.FormType.DepthAverageConcentration, "水深平均濃度", "粒徑", p.inputGrid.GetJ, p.inputGrid.GetI, p, p.depthAverageConcentration);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.depthAverageConcentration = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
p.depthAverageConcentration.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
}
//TableInputForm form = new TableInputForm();
//form.SetFormMode(depthAverageConcentrationBtn.Text, p.inputGrid.GetJ, p.inputGrid.GetI, depthAverageConcentrationBtn.Text, "", "",
// TableInputForm.InputFormType.TwoInOneDouble, 90, 120, false, false, false, p.waterLevel);
//DialogResult r = form.ShowDialog();
//if (DialogResult.OK == r)
//{
// p.waterLevel = new RiverSimulationProfile.TwoInOne(form.GenericTwoInOneData());
//}
}
private void bottomBedLoadFluxInputBtn_Click(object sender, EventArgs e)
{
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.superMainFlowQuantity))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.BottomBedLoadFlux, "底床載通量", "粒徑", p.sedimentParticlesNumber, p.boundaryTimeNumber, p, p.bottomBedLoadFluxArray);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.bottomBedLoadFluxArray = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void suspendedLoadDepthAvgConcentrationBtn_Click(object sender, EventArgs e)
{
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.superMainFlowQuantity))
{
return;
}
//p.suspendedLoadDepthAvgConcentration = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim);
//p.suspendedLoadDepthAvgConcentration.Clear();
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.BottomBedLoadFlux, "懸浮載水深平均濃度", "粒徑", p.sedimentParticlesNumber, (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber), p, p.suspendedLoadDepthAvgConcentration);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.suspendedLoadDepthAvgConcentration = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void suspendedLoadDepthAvgConcentrationBtn_Click(object sender, EventArgs e)
{
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.superMainFlowQuantity))
{
return;
}
//p.suspendedLoadDepthAvgConcentration = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim);
//p.suspendedLoadDepthAvgConcentration.Clear();
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.BottomBedLoadFlux, "懸浮載水深平均濃度", "粒徑", p.sedimentParticlesNumber, (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber), p, p.suspendedLoadDepthAvgConcentration);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.suspendedLoadDepthAvgConcentration = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void superWaterLevelBtn_Click(object sender, EventArgs e)
{
if (null == p.superWaterLevel)
{
p.superWaterLevel = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.TwoDim);
}
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.superWaterLevel))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.WaterLevel, "上游超臨界流水位", "水位", p.inputGrid.GetJ, p.boundaryTimeNumber, p, p.superWaterLevel);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.superWaterLevel = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void bottomBedLoadFluxInputBtn_Click(object sender, EventArgs e)
{
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.superMainFlowQuantity))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.BottomBedLoadFlux, "底床載通量", "粒徑", p.sedimentParticlesNumber, p.boundaryTimeNumber, p, p.bottomBedLoadFluxArray);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.bottomBedLoadFluxArray = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}
private void subSideFlowQuantityBtn_Click(object sender, EventArgs e)
{
if (null == p.subSideFlowQuantity)
{
p.subSideFlowQuantity = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.TwoDim);
}
if (!ConvertBoundaryTimeNumber())
{
return;
}
if (!AlertBoundaryTimeChange(ref p.subSideFlowQuantity))
{
return;
}
ThreeWayTableForm form = new ThreeWayTableForm();
form.SetFormMode(ThreeWayTableForm.FormType.FlowQuantity, "上游亞臨界流側方向流量", "流量Q", p.inputGrid.GetJ, p.boundaryTimeNumber, p, p.subSideFlowQuantity);
DialogResult r = form.ShowDialog();
if (DialogResult.OK == r)
{
p.subSideFlowQuantity = new RiverSimulationProfile.TwoInOne(form.GetData() as RiverSimulationProfile.TwoInOne);
}
}