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 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 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 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);
}
}
}
