private void CreateData(object d)
{
RiverSimulationProfile.TwoInOne o = d as RiverSimulationProfile.TwoInOne;
RiverSimulationProfile.TwoInOne _d = null;
Debug.Assert(o != null);
if (formType == FormType.FlowQuantity || formType == FormType.WaterLevel)
{
_data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne);
_d = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(_d != null);
if (o.ValueNull() || o.ArrayNull() ||
(o.valueType == RiverSimulationProfile.TwoInOne.ValueType.TwoDim && (o.Value2D().GetLength(0) != colCount || o.Value2D().GetLength(1) != rowCount)) ||
(o.valueType == RiverSimulationProfile.TwoInOne.ValueType.ThreeDim && (o.Value3D().GetLength(0) != colCount || o.Value3D().GetLength(1) != rowCount)))
{ //rowCount : Q1 ~ Q5, colCount : J1 ~ J15
//_data = new RiverSimulationProfile.TwoInOne(colCount, rowCount);
_d.Create2D(colCount, rowCount);
_d.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
}
}
else if (formType == FormType.BottomBedLoadFlux)
{
_data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne);
_d = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(_d != null);
if (o.ValueNull() || o.ArrayNull())
{ //rowCount : Q1 ~ Q5, colCount : J1 ~ J15
// _data = new RiverSimulationProfile.TwoInOne(p.boundaryTimeNumber, p.sedimentParticlesNumber, p.inputGrid.GetJ); //[T, K, J]
//_data = new RiverSimulationProfile.TwoInOne(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.boundaryTimeNumber); //[K, J, T]
//_d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.boundaryTimeNumber);
_d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, rowCount);
_d.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
}
}
else if (formType == FormType.DepthAverageConcentration)
{
_data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne);
_d = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(_d != null);
if (o.ValueNull() || o.ArrayNull())
{ //rowCount : Q1 ~ Q5, colCount : J1 ~ J15
_d.Create3D(p.sedimentParticlesNumber, p.inputGrid.GetJ, p.inputGrid.GetI);
}
}
}
private bool AlertBoundaryTimeChange(ref RiverSimulationProfile.TwoInOne o)
{
if (o == null)
{
return(false);
}
if (p.IsConstantFlowType())
{ //定量流時不檢查
return(true);
}
if (p.boundaryTime == null || p.boundaryTime.GetLength(0) != p.boundaryTimeNumber)
{
MessageBox.Show("邊界時間尚未輸入完成", "確認", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return(false);
}
if (!o.ArrayNull() && o.Array2D().GetLength(1) != p.boundaryTimeNumber)
{ //邊界時間有輸入，但與邊界時間數目不符合
if (DialogResult.OK == MessageBox.Show("改變過邊界時間數目需要重新輸入所有流況資料，請確認？", "確認", MessageBoxButtons.OKCancel, MessageBoxIcon.Exclamation))
{
RiverSimulationProfile.TwoInOne.Type tp = o.type;
RiverSimulationProfile.TwoInOne.ValueType vt = o.valueType;
RiverSimulationProfile.TwoInOne.ArrayType at = o.arrayType;
o = new RiverSimulationProfile.TwoInOne(vt, at, tp);
return(true);
}
else
{
p.boundaryTimeNumber = o.Array2D().GetLength(1);
boundaryTimeNumberTxt.Text = p.boundaryTimeNumber.ToString();
return(false);
}
}
return(true);
}
private void CreateData(object d)
{
RiverSimulationProfile.TwoInOne o = d as RiverSimulationProfile.TwoInOne;
RiverSimulationProfile.TwoInOne _d = null;
switch (_inputFormType)
{
case InputFormType.TwoInOneDouble:
case InputFormType.TwoInOneDoubleGreaterThanZero:
case InputFormType.TwoInOneDoubleGreaterThanOrEqualZero:
Debug.Assert(o != null);
_data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne);
_d = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(_d != null);
if (o.ValueNull() || o.ArrayNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateDouble2D(colCount, rowCount);
}
if (_d.Array2D().GetLength(0) != colCount || _d.Array2D().GetLength(1) != rowCount)
{
Debug.Assert(false);
}
break;
case InputFormType.GenericDouble:
case InputFormType.GenericDoubleGreaterThanZero:
case InputFormType.GenericDoubleGreaterThanOrEqualZero:
case InputFormType.BottomBedParticleSizeRatio:
if (d == null)
{
_data = new double[colCount, rowCount];
}
else
{
_data = (double [, ])(d as double[, ]).Clone();
}
break;
case InputFormType.SeabedThicknessForm:
if (d == null)
{
_data = new double[rowCount];
}
else
{
_data = (double [])(d as double[]).Clone();
}
break;
case InputFormType.SedimentCompositionRatioForm:
if (d == null)
{
_data = new double[colCount, rowCount];
}
else
{
_data = (double [, ])(d as double[, ]).Clone();
}
break;
case InputFormType.SeparateForm:
case InputFormType.BoundaryTime:
if (d == null)
{
_data = new double[rowCount];
}
else
{
_data = (double [])(d as double[]).Clone();
}
break;
case InputFormType.VerticalVelocityDistributionForm:
if (d == null)
{
_data = new double[2, rowCount];
}
else
{
_data = (double [, ])(d as double[, ]).Clone();
}
break;
case InputFormType.BottomElevationForm:
if (d == null)
{
_data = new CoorPoint[colCount, rowCount];
}
else
{
_data = (CoorPoint[, ])(d as CoorPoint[, ]).Clone();
}
break;
case InputFormType.FlowConditionsSettingConstant:
case InputFormType.FlowConditionsSettingVariable:
Debug.Assert(o != null);
_data = new RiverSimulationProfile.TwoInOne(d as RiverSimulationProfile.TwoInOne);
_d = _data as RiverSimulationProfile.TwoInOne;
if (o.ValueNull() || o.ArrayNull())
{ //rowCount : Q1 ~ Q5, colCount : J1 ~ J15
_d.CreateDouble2D(colCount, rowCount);
// (_data as RiverSimulationProfile.TwoInOne).dataValue = new double[colCount, rowCount];
}
break;
}
}
private void CreateData(Object d)
{
RiverSimulationProfile p = RiverSimulationProfile.profile;
RiverSimulationProfile.TwoInOne o = d as RiverSimulationProfile.TwoInOne;
RiverSimulationProfile.TwoInOne _d = null;
//第1, 3種：亞臨界流、均一值/逐點給、定量流
if (inputData.criticalFlowType == RiverSimulationProfile.CriticalFlowType.SubCriticalFlow &&
p.IsConstantFlowType())
{
if (d == null)
{
_data = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim, RiverSimulationProfile.TwoInOne.Type.UseValue);
_d = _data as RiverSimulationProfile.TwoInOne;
}
else
{
_data = new RiverSimulationProfile.TwoInOne(o);
_d = _data as RiverSimulationProfile.TwoInOne;
}
if (_d.type == RiverSimulationProfile.TwoInOne.Type.UseValue)
{
colCount = 2;
rowCount = 1;
_inputFormType = InputFormType.Type1;
tabPage1.Parent = tabControl;
tabPage2.Parent = null;
tabPage3.Parent = null;
tabPage1.Text = "";
if (_d.ValueNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateValue2D(colCount, rowCount);
}
}
else
{
colCount = inputData.sideFlowPoints.Count;
rowCount = 1;
_inputFormType = InputFormType.Type3;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = null;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
if (_d.ArrayNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateArray3D(colCount, rowCount, 2);
}
}
}
//第2, 4種：亞臨界流、均一值/逐點給、變量流
else if (inputData.criticalFlowType == RiverSimulationProfile.CriticalFlowType.SubCriticalFlow &&
p.IsVariableFlowType())
{
if (d == null)
{
_data = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim, RiverSimulationProfile.TwoInOne.Type.UseValue);
_d = _data as RiverSimulationProfile.TwoInOne;
}
else
{
_data = new RiverSimulationProfile.TwoInOne(o);
_d = _data as RiverSimulationProfile.TwoInOne;
}
if (_d.type == RiverSimulationProfile.TwoInOne.Type.UseValue)
{
colCount = 1;
rowCount = p.boundaryTime.Length;
_inputFormType = InputFormType.Type2;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = null;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
if (_d.ValueNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateValue3D(colCount, rowCount, 2);
}
}
else
{
colCount = inputData.sideFlowPoints.Count;
rowCount = p.boundaryTime.Length;
_inputFormType = InputFormType.Type4;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = null;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
if (_d.ArrayNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateArray3D(colCount, rowCount, 2);
}
}
}
//第5, 7種：超臨界流、均一值/逐點給、定量流
else if (inputData.criticalFlowType == RiverSimulationProfile.CriticalFlowType.SuperCriticalFlow &&
p.IsConstantFlowType())
{
if (d == null)
{
_data = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.TwoDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim, RiverSimulationProfile.TwoInOne.Type.UseValue);
_d = _data as RiverSimulationProfile.TwoInOne;
}
else
{
_data = new RiverSimulationProfile.TwoInOne(o);
_d = _data as RiverSimulationProfile.TwoInOne;
}
if (_d.type == RiverSimulationProfile.TwoInOne.Type.UseValue)
{
colCount = 3;
rowCount = 1;
_inputFormType = InputFormType.Type5;
tabPage1.Parent = tabControl;
tabPage2.Parent = null;
tabPage3.Parent = null;
tabPage1.Text = "";
if (_d.ValueNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateValue2D(colCount, rowCount);
}
}
else
{
colCount = inputData.sideFlowPoints.Count;
rowCount = 1;
_inputFormType = InputFormType.Type7;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = tabControl;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
tabPage3.Text = "水位(m)";
if (_d.ArrayNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateArray3D(colCount, rowCount, 3);
}
}
}
//第6, 8種：超臨界流、均一值/逐點給、變量流
else if (inputData.criticalFlowType == RiverSimulationProfile.CriticalFlowType.SuperCriticalFlow &&
p.IsVariableFlowType())
{
if (d == null)
{
_data = new RiverSimulationProfile.TwoInOne(RiverSimulationProfile.TwoInOne.ValueType.ThreeDim, RiverSimulationProfile.TwoInOne.ArrayType.ThreeDim, RiverSimulationProfile.TwoInOne.Type.UseValue);
_d = _data as RiverSimulationProfile.TwoInOne;
}
else
{
_data = new RiverSimulationProfile.TwoInOne(o);
_d = _data as RiverSimulationProfile.TwoInOne;
}
if (_d.type == RiverSimulationProfile.TwoInOne.Type.UseValue)
{
colCount = 1;
rowCount = p.boundaryTime.Length;
_inputFormType = InputFormType.Type6;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = tabControl;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
tabPage3.Text = "水位(m)";
if (_d.ValueNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateValue3D(colCount, rowCount, 3);
}
}
else
{
colCount = inputData.sideFlowPoints.Count;
rowCount = p.boundaryTime.Length;
_inputFormType = InputFormType.Type8;
tabPage1.Parent = tabControl;
tabPage2.Parent = tabControl;
tabPage3.Parent = tabControl;
tabPage1.Text = "主流方向流量(cms)";
tabPage2.Text = "側方向流量(cms)";
tabPage3.Text = "水位(m)";
if (_d.ArrayNull())
{
(_data as RiverSimulationProfile.TwoInOne).CreateArray3D(colCount, rowCount, 3);
}
}
}
}