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;
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);
}
}
}
