private void singleValueRdo_CheckedChanged(object sender, EventArgs e)
{
bool chk = (sender as RadioButton).Checked;
if (!chk)
{
singleValueTxt.Enabled = false;
return;
}
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (o != null)
{
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
}
if (inputFormType == InputFormType.FlowConditionsSettingVariable)
{
dataGridView.Enabled = true;
dataGridView.Rows.Clear();
DataGridViewUtility.InitializeDataGridView(dataGridView, 2, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, true, noRowNum);
dataGridView.Columns[0].Name = "邊界時間";
dataGridView.Columns[1].Name = colName;
FillDataGridView();
}
else
{
singleValueTxt.Enabled = true;
dataGridView.Enabled = false;
}
}
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 void type2Rdo_CheckedChanged(object sender, EventArgs e)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if ((sender as RadioButton).Checked && o.check == false)
{
o.check = true;
}
}
private void InitTableDepthAverageConcentration()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (o == null)
{
return;
}
type1Rdo.Visible = false;
type2Rdo.Visible = false;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
//buttonText = "進階 - 逐點輸入";
for (int iw = iStart; iw < iStart + p.sedimentParticlesNumber; ++iw)
{ //填入橫排標題，泥砂數目(K)
dataGridView[iw, jStart - 1].Value = iTitle + (iw - iStart + 1).ToString();
dataGridView[iw, jStart - 1].Style.BackColor = colHeaderColor1;
}
type1Btn.Enabled = false;
type2Btn.Enabled = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
//顯示I左方垂直索引
dataGridView[0, 1].Value = "";
dataGridView[0, 1].Style.BackColor = rowHeaderColor;
for (int jw = jStart; jw < jStart + p.inputGrid.GetI; ++jw)
{
dataGridView[0, jw].Value = (jw - jStart).ToString();
dataGridView[0, jw].Style.BackColor = rowHeaderColor;
}
//buttonText = "均一值";
for (int iw = iStart; iw < iStart + p.inputGrid.GetJ; ++iw)
{ //填入橫排標題，I個
dataGridView[iw, 1].Value = (iw - iStart + 1).ToString();
dataGridView[iw, 1].Style.BackColor = colHeaderColor1;
}
for (int iw = iStart; iw < iStart + p.sedimentParticlesNumber; ++iw)
{ //填入標籤標題，K個
dataGridView[iw, 0].Value = iTitle + (iw - iStart + 1).ToString();
dataGridView[iw, 0].Style.BackColor = (tabIndex == (iw - iStart)) ? tabActiveColor : tabItemColor;
}
//b = new DataGridViewButtonCell();
//b.Value = "套用到全部";
//b.Style.Alignment = DataGridViewContentAlignment.MiddleCenter;
//dataGridView[1, jStart + rowCount + 1] = b;
type1Btn.Enabled = true;
type2Btn.Enabled = false;
break;
}
//b = new DataGridViewButtonCell();
//b.Value = buttonText;
//b.Style.Alignment = DataGridViewContentAlignment.MiddleCenter;
//dataGridView[0, jStart + rowCount + 1] = b;
}
private void InitTableWaterLevel()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (o == null)
{
return;
}
if (p.IsVariableFlowType())
{ //變量流需顯示邊界時間欄位
dataGridView[0, jStart - 1].Value = timeTitle;
dataGridView[0, jStart - 1].Style.BackColor = rowHeaderColor;
for (int jw = jStart; jw < jStart + p.boundaryTimeNumber; ++jw)
{
dataGridView[0, jw].Value = p.boundaryTime[jw - jStart].ToString();
dataGridView[0, jw].Style.BackColor = rowHeaderColor;
}
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int iw = iStart; iw < iStart + 1; ++iw)
{ //填入橫排標題, 只有一欄
dataGridView[iw, jStart - 1].Value = iTitle;
dataGridView[iw, jStart - 1].Style.BackColor = colHeaderColor1;
}
type1Btn.Enabled = false;
type2Btn.Enabled = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
for (int iw = iStart; iw < iStart + colCount; ++iw)
{ //填入橫排標題
dataGridView[iw, jStart - 1].Value = iTitle + (iw - iStart + 1).ToString();
dataGridView[iw, jStart - 1].Style.BackColor = colHeaderColor1;
}
type1Btn.Enabled = true;
type2Btn.Enabled = false;
break;
}
if (o.check)
{
type2Rdo.Checked = true;
}
else
{
type1Rdo.Checked = true;
}
}
private void BottomBedLoadFluxApplyAll()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int kw = 1; kw < p.sedimentParticlesNumber; ++kw)
{
for (int tw = jStart; tw < jStart + (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber); ++tw)
{
for (int jw = iStart; jw < iStart + p.inputGrid.GetJ; ++jw)
{
o.Array3D()[kw, jw - iStart, tw - jStart] = o.Array3D()[0, jw - iStart, tw - jStart];
}
}
}
}
private void tableValueRdo_CheckedChanged(object sender, EventArgs e)
{
bool chk = (sender as RadioButton).Checked;
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (chk)
{
if (o.type != RiverSimulationProfile.TwoInOne.Type.UseArray)
{
o.type = RiverSimulationProfile.TwoInOne.Type.UseArray;
CreateData(o);
InitializeDataGridView();
}
}
}
private bool ConvertType5()
{
try
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
o.Value2D()[0, 0] = Convert.ToDouble(dataGridView1[0, 0].Value);
o.Value2D()[1, 0] = Convert.ToDouble(dataGridView1[1, 0].Value);
o.Value2D()[2, 0] = Convert.ToDouble(dataGridView1[2, 0].Value);
}
catch
{
return(false);
}
return(true);
}
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 AutoFinishConvertFlowQualityCell()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
double sum = 0.0;
bool allPass = true;
for (int jw = jStart; jw < jStart + rowCount; ++jw)
{
if (!CalFlowQualitySumOfOneRow(jw, ref sum))
{
allPass = false;
continue;
}
dataGridView[iStart + colCount, jw].Value = (100.0 - sum).ToString();
}
return(allPass);
}
private bool ConvertType7()
{
try
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int i = 0; i < colCount; ++i)
{
o.Array3D()[i, 0, 0] = Convert.ToDouble(dataGridView1[i, 0].Value);
o.Array3D()[i, 0, 1] = Convert.ToDouble(dataGridView2[i, 0].Value);
o.Array3D()[i, 0, 2] = Convert.ToDouble(dataGridView3[i, 0].Value);
}
}
catch
{
return(false);
}
return(true);
}
private bool ConvertType2()
{
try
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
for (int i = 0; i < colCount; ++i)
{
for (int j = 0; j < rowCount; ++j)
{
o.Value3D()[i, j, 0] = Convert.ToDouble(dataGridView1[i, j].Value);
o.Value3D()[i, j, 1] = Convert.ToDouble(dataGridView2[i, j].Value);
}
}
}
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 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 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 ConvertDepthAverageConcentrationData()
{
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 tw = jStart; tw < jStart + 1; ++tw)
{
for (int kw = iStart; kw < iStart + p.sedimentParticlesNumber; ++kw)
{
o.Value3D()[kw - iStart, 0, 0] = Convert.ToDouble(v[kw, tw].Value);
}
}
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)
{
o.Array3D()[tabIndex, iw - iStart, jw - jStart] = Convert.ToDouble(v[iw, jw].Value);
}
}
break;
}
}
catch
{
return(false);
}
return(true);
}
private bool ConvertBottomBedLoadFluxData()
{
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 tw = jStart; tw < jStart + (p.IsConstantFlowType() ? 1 : p.boundaryTimeNumber); ++tw)
{
for (int kw = iStart; kw < iStart + p.sedimentParticlesNumber; ++kw)
{
o.Value3D()[kw - iStart, 0, tw - jStart] = Convert.ToDouble(v[kw, tw].Value);
}
}
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)
{
o.Array3D()[tabIndex, jw - iStart, tw - jStart] = Convert.ToDouble(v[jw + 1, tw + 1].Value);
}
}
break;
}
}
catch
{
return(false);
}
return(true);
}
private void InitializeDataGridView()
{
if (inputFormType == InputFormType.SeparateForm)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum, false, true);
}
else if (inputFormType == InputFormType.VerticalVelocityDistributionForm)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum, false, true);
dataGridView.Columns[0].Name = "垂向分層位置";
dataGridView.Columns[1].Name = "比例係數";
}
else if (inputFormType == InputFormType.BoundaryTime)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum, false, false);
}
else if (inputFormType == InputFormType.TwoInOneDouble ||
inputFormType == InputFormType.TwoInOneDoubleGreaterThanZero ||
inputFormType == InputFormType.TwoInOneDoubleGreaterThanOrEqualZero)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(o != null);
singleValueTxt.Text = o.ValueDouble()[0].ToString();
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum);
selInputBtn.Visible = true;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.UseValue:
singleValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
tableValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.None:
singleValueRdo.Checked = false;
tableValueRdo.Checked = false;
singleValueTxt.Enabled = false;
dataGridView.Enabled = false;
break;
}
}
else if (inputFormType == InputFormType.GenericDouble ||
inputFormType == InputFormType.GenericDoubleGreaterThanZero ||
inputFormType == InputFormType.GenericDoubleGreaterThanOrEqualZero)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum);
}
else if (inputFormType == InputFormType.FlowConditionsSettingConstant)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(o != null);
singleValueTxt.Text = o.ValueDouble()[0].ToString();
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
"", colName, rowName, nocolNum, true);
dataGridView.Rows[0].HeaderCell.Value = tableName;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.UseValue:
singleValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
tableValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.None:
singleValueRdo.Checked = false;
tableValueRdo.Checked = false;
singleValueTxt.Enabled = false;
dataGridView.Enabled = false;
break;
}
}
else if (inputFormType == InputFormType.FlowConditionsSettingVariable)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
Debug.Assert(o != null);
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.UseValue:
singleValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
tableValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.None:
singleValueRdo.Checked = false;
tableValueRdo.Checked = false;
singleValueTxt.Enabled = false;
dataGridView.Enabled = false;
break;
}
singleValueTxt.Visible = (inputFormType == InputFormType.FlowConditionsSettingConstant) ? true :false;
}
else if (inputFormType == InputFormType.SeabedThicknessForm)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum, false, true);
dataGridView.Rows[0].HeaderCell.Value = "作用層";
}
else if (inputFormType == InputFormType.SedimentCompositionRatioForm)
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum, false, true);
dataGridView.Rows[0].HeaderCell.Value = "作用層";
}
else if (inputFormType == InputFormType.BottomBedParticleSizeRatio)
{
InitTableBottomBedParticleSizeRatio();
}
else
{
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, colName, rowName, nocolNum, noRowNum);
}
FillDataGridView();
}
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);
}
}
}
}
private void type1Btn_Click(object sender, EventArgs e)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (formType == FormType.FlowQuantity)
{ //流量 - 均一值 與 逐點輸入切換
if (!ConvertFlowQuantityData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
return;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
break;
}
InitializeDataGridView();
}
else if (formType == FormType.WaterLevel)
{ //流量 - 均一值 與 逐點輸入切換
if (!ConvertWaterLevelData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
return;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
break;
}
InitializeDataGridView();
}
else if (formType == FormType.BottomBedLoadFlux)
{ //底床載 - 均一值 與 逐點輸入切換
if (!ConvertBottomBedLoadFluxData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
return;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
break;
}
InitializeDataGridView();
}
else if (formType == FormType.DepthAverageConcentration)
{ //均一值 與 逐點輸入切換
if (!ConvertDepthAverageConcentrationData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
return;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
break;
}
InitializeDataGridView();
}
}
private void dataGridView_CellClick(object sender, DataGridViewCellEventArgs e)
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (formType == FormType.DepthAverageConcentration && e.ColumnIndex == 0 && e.RowIndex == jStart + rowCount + 1)
{ //均一值 與 逐點輸入切換
if (!ConvertDepthAverageConcentrationData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
o.type = RiverSimulationProfile.TwoInOne.Type.UseArray;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
o.type = RiverSimulationProfile.TwoInOne.Type.UseValue;
break;
}
InitializeDataGridView();
}
else if (formType == FormType.BottomBedLoadFlux && e.ColumnIndex == iStart && e.RowIndex == jStart - 1)
{ //套用到全部
if (!ConvertBottomBedLoadFluxData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
BottomBedLoadFluxApplyAll();
InitializeDataGridView();
}
else if (formType == FormType.BottomBedLoadFlux && e.RowIndex == 0 && e.ColumnIndex >= iStart + 1 && e.ColumnIndex < iStart + p.sedimentParticlesNumber + 1 && o.type == RiverSimulationProfile.TwoInOne.Type.UseArray)
{ //三維陣列標籤列
int index = e.ColumnIndex - iStart - 1;
if (tabIndex != index)
{
if (!ConvertBottomBedLoadFluxData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
tabIndex = index;
InitializeDataGridView();
}
}
else if (formType == FormType.DepthAverageConcentration && e.RowIndex == 0 && e.ColumnIndex >= iStart && e.ColumnIndex < iStart + p.sedimentParticlesNumber && o.type == RiverSimulationProfile.TwoInOne.Type.UseArray)
{ //三維陣列標籤列
int index = e.ColumnIndex - iStart;
if (tabIndex != index)
{
if (!ConvertDepthAverageConcentrationData())
{
MessageBox.Show("輸入資料格式錯誤，請先修正！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
return;
}
tabIndex = index;
InitializeDataGridView();
}
}
//else if (formType == FormType.FlowQuantity && e.ColumnIndex == 0 && e.RowIndex == jStart + rowCount)
//{ //進階模式勾選
// dataGridView[0, jStart + rowCount].Value = !(bool)dataGridView[0, jStart + rowCount].Value;
// o.check = (bool)dataGridView[0, jStart + rowCount].Value;
//}
//else if (formType == FormType.FlowQuantity && o.type == RiverSimulationProfile.TwoInOne.Type.UseArray &&
// e.ColumnIndex >= iStart && e.ColumnIndex < iStart + colCount - 1 && e.RowIndex >= jStart && e.RowIndex < jStart + rowCount)
//{
// AutoFinishConvertFlowQualityCell();
//}
}
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();
}
private void InitTableFlowQuantity()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (o == null)
{
return;
}
if (p.IsVariableFlowType())
{ //變量流需顯示邊界時間欄位
dataGridView[0, jStart - 1].Value = timeTitle;
dataGridView[0, jStart - 1].Style.BackColor = rowHeaderColor;
for (int jw = jStart; jw < jStart + p.boundaryTimeNumber; ++jw)
{
dataGridView[0, jw].Value = p.boundaryTime[jw - jStart].ToString();
dataGridView[0, jw].Style.BackColor = rowHeaderColor;
}
}
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int iw = iStart; iw < iStart + 1; ++iw)
{ //填入橫排標題, 只有一欄
dataGridView[iw, jStart - 1].Value = iTitle;
dataGridView[iw, jStart - 1].Style.BackColor = colHeaderColor1;
}
type1Btn.Enabled = false;
type2Btn.Enabled = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
dataGridView[iStart, jStart - 1].Value = iTitle;
dataGridView[iStart, jStart - 1].Style.BackColor = colHeaderColor1;
for (int iw = iStart; iw < iStart + colCount; ++iw)
{ //填入橫排標題
dataGridView[iw + 1, jStart - 1].Value = iTitle + (iw - iStart + 1).ToString() + "比例";
dataGridView[iw + 1, jStart - 1].Style.BackColor = colHeaderColor2;
}
type1Btn.Enabled = true;
type2Btn.Enabled = false;
break;
}
if (o.check)
{
type2Rdo.Checked = true;
}
else
{
type1Rdo.Checked = true;
}
//DataGridViewButtonCell b = new DataGridViewButtonCell();
//b.Value = buttonText;
//b.Style.Alignment = DataGridViewContentAlignment.MiddleCenter;
//dataGridView[0, jStart + rowCount + 1] = b;
//if (formType == FormType.FlowQuantity)
//{
// DataGridViewCheckBoxCell c = new DataGridViewCheckBoxCell();
// c.Value = o.check;
// c.Style.Alignment = DataGridViewContentAlignment.MiddleCenter;
// dataGridView[0, jStart + rowCount] = c;
//}
}
private void InitTableBottomBedLoadFlux()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
if (o == null)
{
return;
}
int jShift = (o.type == RiverSimulationProfile.TwoInOne.Type.UseArray) ? 1 : 0;
if (p.IsVariableFlowType())
{ //變量流需顯示邊界時間欄位
dataGridView[0, jStart - 1 + jShift].Value = timeTitle;
dataGridView[0, jStart - 1 + jShift].Style.BackColor = rowHeaderColor;
for (int jw = jStart; jw < jStart + p.boundaryTimeNumber; ++jw)
{
dataGridView[0, jw + jShift].Value = p.boundaryTime[jw - jStart].ToString();
dataGridView[0, jw + jShift].Style.BackColor = rowHeaderColor;
}
}
//DataGridViewButtonCell b = null;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.None:
case RiverSimulationProfile.TwoInOne.Type.UseValue:
for (int iw = iStart; iw < iStart + p.sedimentParticlesNumber; ++iw)
{ //填入橫排標題，泥砂數目(K)
dataGridView[iw, jStart - 1].Value = iTitle + (iw - iStart + 1).ToString();
dataGridView[iw, jStart - 1].Style.BackColor = colHeaderColor1;
}
type1Btn.Enabled = false;
type2Btn.Enabled = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
dataGridView[iStart, jStart].Value = "粒徑" + (tabIndex + 1).ToString();
dataGridView[iStart, jStart].Style.BackColor = colHeaderColor2;
for (int iw = iStart; iw < iStart + p.inputGrid.GetJ; ++iw)
{ //填入橫排標題，J個
dataGridView[iw + 1, jStart].Value = (iw - iStart + 1).ToString() + "比例%";
dataGridView[iw + 1, jStart].Style.BackColor = colHeaderColor1;
}
for (int iw = iStart; iw < iStart + p.sedimentParticlesNumber; ++iw)
{ //填入標籤標題，K個
dataGridView[iw + 1, jStart - 1].Value = iTitle + (iw - iStart + 1).ToString();
dataGridView[iw + 1, jStart - 1].Style.BackColor = (tabIndex == (iw - iStart)) ? tabActiveColor : tabItemColor;
}
DataGridViewButtonCell b = new DataGridViewButtonCell();
b.Value = "比例套用到全部";
b.Style.Alignment = DataGridViewContentAlignment.MiddleCenter;
dataGridView[iStart, jStart - 1] = b;
type1Btn.Enabled = true;
type2Btn.Enabled = false;
break;
}
if (o.check)
{
type2Rdo.Checked = true;
}
else
{
type1Rdo.Checked = true;
}
}
private void InitializeDataGridView()
{
RiverSimulationProfile.TwoInOne o = _data as RiverSimulationProfile.TwoInOne;
switch (o.type)
{
case RiverSimulationProfile.TwoInOne.Type.UseValue:
singleValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.UseArray:
tableValueRdo.Checked = true;
break;
case RiverSimulationProfile.TwoInOne.Type.None:
Debug.Assert(false);
break;
}
if (inputFormType == InputFormType.Type1)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, "", "", false, false, false, false);
dataGridView1.Columns[0].Name = "主流方向流量(cms)";
dataGridView1.Columns[1].Name = "側方向流量(cms)";
}
else if (inputFormType == InputFormType.Type2)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, colWidth, rowHeadersWidth,
"時間 T (sec)", "主流方向流量(cms)", "", true, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, colWidth, rowHeadersWidth,
"時間 T (sec)", "側方向流量(cms)", "", true, true, false, false);
for (int i = 0; i < p.boundaryTime.Length; ++i)
{
dataGridView1.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView2.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
}
dataGridView1.Columns[0].Name = "主流方向流量(cms)";
dataGridView2.Columns[0].Name = "側方向流量(cms)";
}
else if (inputFormType == InputFormType.Type3)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, 72, 140,
"", "", "主流方向流量(cms)", false, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, 72, 140,
"", "", "側方向流量(cms)", false, true, false, false);
for (int i = 0; i < colCount; ++i)
{
int start = inputData.sideFlowPoints.OrderBy(p => p.X).ToArray()[0].X;
dataGridView1.Columns[i].Name = (i + start + 1).ToString();
dataGridView2.Columns[i].Name = (i + start + 1).ToString();
}
}
else if (inputFormType == InputFormType.Type4)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, 72, 140,
"時間 T (sec)", "", "", false, false, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, 72, 140,
"時間 T (sec)", "", "", false, false, false, false);
for (int i = 0; i < p.boundaryTime.Length; ++i)
{
dataGridView1.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView2.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
}
for (int i = 0; i < colCount; ++i)
{
int start = inputData.sideFlowPoints.OrderBy(p => p.X).ToArray()[0].X;
dataGridView1.Columns[i].Name = (i + start + 1).ToString();
dataGridView2.Columns[i].Name = (i + start + 1).ToString();
}
}
else if (inputFormType == InputFormType.Type5)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, colWidth, rowHeadersWidth,
tableName, "", "", true, true, false, false);
dataGridView1.Columns[0].Name = "主流方向流量(cms)";
dataGridView1.Columns[1].Name = "側方向流量(cms)";
dataGridView1.Columns[2].Name = "水位(m)";
}
else if (inputFormType == InputFormType.Type7)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, 72, 140,
"", "", "主流方向流量(cms)", false, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, 72, 140,
"", "", "側方向流量(cms)", false, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView3, colCount, rowCount, 72, 140,
"", "", "水位(m)", false, true, false, false);
for (int i = 0; i < colCount; ++i)
{
int start = inputData.sideFlowPoints.OrderBy(p => p.X).ToArray()[0].X;
dataGridView1.Columns[i].Name = (i + start + 1).ToString();
dataGridView2.Columns[i].Name = (i + start + 1).ToString();
dataGridView3.Columns[i].Name = (i + start + 1).ToString();
}
}
else if (inputFormType == InputFormType.Type6)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, colWidth, rowHeadersWidth,
"時間 T (sec)", "主流方向流量(cms)", "", true, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, colWidth, rowHeadersWidth,
"時間 T (sec)", "側方向流量(cms)", "", true, true, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView3, colCount, rowCount, colWidth, rowHeadersWidth,
"時間 T (sec)", "水位(m)", "", true, true, false, false);
for (int i = 0; i < p.boundaryTime.Length; ++i)
{
dataGridView1.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView2.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView3.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
}
dataGridView1.Columns[0].Name = "主流方向流量(cms)";
dataGridView2.Columns[0].Name = "側方向流量(cms)";
dataGridView3.Columns[0].Name = "水位(m)";
}
else if (inputFormType == InputFormType.Type8)
{
DataGridViewUtility.InitializeDataGridView(dataGridView1, colCount, rowCount, 72, 140,
"時間 T (sec)", "", "", false, false, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView2, colCount, rowCount, 72, 140,
"時間 T (sec)", "", "", false, false, false, false);
DataGridViewUtility.InitializeDataGridView(dataGridView3, colCount, rowCount, 72, 140,
"時間 T (sec)", "", "", false, false, false, false);
for (int i = 0; i < p.boundaryTime.Length; ++i)
{
dataGridView1.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView2.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
dataGridView3.Rows[i].HeaderCell.Value = p.boundaryTime[i].ToString();
}
for (int i = 0; i < colCount; ++i)
{
int start = inputData.sideFlowPoints.OrderBy(p => p.X).ToArray()[0].X;
dataGridView1.Columns[i].Name = (i + start + 1).ToString();
dataGridView2.Columns[i].Name = (i + start + 1).ToString();
dataGridView3.Columns[i].Name = (i + start + 1).ToString();
}
}
foreach (DataGridViewColumn column in dataGridView1.Columns)
{
column.SortMode = DataGridViewColumnSortMode.NotSortable;
}
foreach (DataGridViewColumn column in dataGridView2.Columns)
{
column.SortMode = DataGridViewColumnSortMode.NotSortable;
}
foreach (DataGridViewColumn column in dataGridView3.Columns)
{
column.SortMode = DataGridViewColumnSortMode.NotSortable;
}
FillDataGridView();
}
