private bool ConvertWaterLevelData()
{
try
{
DataGridView v = dataGridView;
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
o.Value2D()[0, jw - jStart] = Convert.ToDouble(v[iStart, jw].Value);
}
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
for (int iw = iStart; iw < iStart + colCount; ++iw)
{
o.Array2D()[iw - iStart, jw - jStart] = Convert.ToDouble(v[iw, jw].Value);
}
}
break;
}
}
catch
{
return(false);
}
return(true);
}
private bool ConvertFlowConditionsSettingVariable()
{
try
{
DataGridView v = dataGridView;
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int i = 1; i < v.ColumnCount; ++i)
{
for (int j = 0; j < v.RowCount; ++j)
{
o.Array2D()[i - 1, j] = Convert.ToDouble(v[i, j].Value);
}
}
}
catch
{
return(false);
}
return(true);
}
private bool ConvertFlowConditionsSettingConstant()
{
try
{
DataGridView v = dataGridView;
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int i = 0; i < v.ColumnCount; ++i)
{
o.Array2D()[i, 0] = Convert.ToDouble(v[i, 0].Value);
}
if (singleValueTxt.Enabled)
{
o.ValueDouble()[0] = Convert.ToDouble(singleValueTxt.Text);
}
}
catch
{
return(false);
}
return(true);
}
private bool ConvertTwoInOneDouble()
{
try
{
DataGridView v = dataGridView;
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int i = 0; i < colCount; ++i)
{
for (int j = 0; j < rowCount; ++j)
{
o.Array2D()[i, j] = Convert.ToDouble(v[i, j].Value);
}
}
if (singleValueTxt.Enabled)
{
o.ValueDouble()[0] = Convert.ToDouble(singleValueTxt.Text);
}
}
catch
{
return(false);
}
return(true);
}
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 FillDataGridView()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (formType == FormType.FlowQuantity || formType == FormType.WaterLevel)
{
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
dataGridView[iStart, jw].Value = o.Value2D()[0, jw - jStart].ToString();
dataGridView[iStart, jw].ReadOnly = false;
dataGridView[iStart, jw].Style.BackColor = tabPageItemColor;
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
//dataGridView[1, jStart]. = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
if (formType == FormType.FlowQuantity)
{
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
dataGridView[iStart, jw].Value = o.Value2D()[0, jw - jStart].ToString();
dataGridView[iStart, jw].ReadOnly = true;
dataGridView[iStart, jw].Style.BackColor = tabPageItemColor2;
}
}
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
for (int iw = iStart; iw < iStart + colCount; ++iw)
{
if (formType == FormType.FlowQuantity)
{
dataGridView[iw + 1, jw].Value = o.Array2D()[iw - iStart, jw - jStart].ToString();
dataGridView[iw + 1, jw].ReadOnly = false;
dataGridView[iw + 1, jw].Style.BackColor = tabPageItemColor;
}
else
{
dataGridView[iw, jw].Value = o.Array2D()[iw - iStart, jw - jStart].ToString();
dataGridView[iw, jw].ReadOnly = false;
dataGridView[iw, jw].Style.BackColor = tabPageItemColor;
}
}
}
if (formType == FormType.FlowQuantity)
{
AutoFinishConvertFlowQualityCell();
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
break;
}
}
else if (formType == FormType.BottomBedLoadFlux)
{
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int tw = jStart; tw < jStart + (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber); ++tw)
{
for (int kw = iStart; kw < iStart + p.sedimentParticlesNumber; ++kw)
{
dataGridView[kw, tw].Value = o.Value3D()[kw - iStart, 0, tw - jStart].ToString();
dataGridView[kw, tw].ReadOnly = false;
dataGridView[kw, tw].Style.BackColor = tabPageItemColor;
}
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
for (int tw = jStart; tw < jStart + (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber); ++tw)
{
for (int jw = iStart; jw < iStart + p.inputGrid.GetJ; ++jw)
{
dataGridView[jw + 1, tw + 1].Value = o.Array3D()[tabIndex, jw - iStart, tw - jStart].ToString();
dataGridView[jw + 1, tw + 1].ReadOnly = false;
dataGridView[jw + 1, tw + 1].Style.BackColor = tabPageItemColor;
}
dataGridView[iStart, tw + 1].Value = o.Value3D()[tabIndex, 0, tw - jStart].ToString();
dataGridView[iStart, tw + 1].ReadOnly = true;
dataGridView[iStart, tw + 1].Style.BackColor = tabPageItemColor2;
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
break;
}
}
else if (formType == FormType.DepthAverageConcentration)
{
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int jw = jStart; jw < jStart + 1; ++jw)
{
for (int iw = iStart; iw < iStart + p.sedimentParticlesNumber; ++iw)
{
dataGridView[iw, jw].Value = o.Value3D()[iw - iStart, 0, 0].ToString();
dataGridView[iw, jw].ReadOnly = false;
dataGridView[iw, jw].Style.BackColor = tabPageItemColor;
}
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
for (int jw = jStart; jw < jStart + p.inputGrid.GetI; ++jw)
{
for (int iw = iStart; iw < iStart + p.inputGrid.GetJ; ++iw)
{
dataGridView[iw, jw].Value = o.Array3D()[tabIndex, iw - iStart, jw - jStart].ToString();
dataGridView[iw, jw].ReadOnly = false;
dataGridView[iw, jw].Style.BackColor = tabPageItemColor;
}
}
dataGridView.CurrentCell = dataGridView[iStart, jStart];
break;
}
}
dataGridView.PerformLayout();
}
