public void SetFormMode(string title, int colCount, int rowCount, string tableName = "", string colName = "", string rowName = "",
InputFormType inputFormType = InputFormType.GenericDouble, int colWidth = 48, int rowHeadersWidth = 64,
bool onlyTable = true, bool nocolNum = false, bool noRowNum = false, object initData = null)
{
hideSingle = onlyTable;
this.colCount = colCount;
this.rowCount = rowCount;
this.title = title;
this.tableName = tableName;
this.colName = colName;
this.rowName = rowName;
this.nocolNum = nocolNum;
this.noRowNum = noRowNum;
this.colWidth = colWidth;
this.rowHeadersWidth = rowHeadersWidth;
this.inputFormType = inputFormType;
CreateData(initData);
}
public void SetFormMode(string title, int colCount, int rowCount, string tableName = "", string colName = "", string rowName = "",
int colWidth = 48, int rowHeadersWidth = 64,
bool onlyTable = true, bool nocolNum = false, bool noRowNum = false, object initData = null)
{
hideSingle = onlyTable;
this.colCount = colCount;
this.rowCount = rowCount;
this.title = title;
this.tableName = tableName;
this.colName = colName;
this.rowName = rowName;
this.nocolNum = nocolNum;
this.noRowNum = noRowNum;
this.colWidth = colWidth;
this.rowHeadersWidth = rowHeadersWidth;
this.inputFormType = inputFormType;
this.inputData = initData as RiverSimulationProfile.SideFlowObject;
this.p = RiverSimulationProfile.profile;
tabControl.Enabled = true;
CreateData(inputData.flowData);
}
private void UpdateDataView()
{
lbError.Visible = false;
InputFormType type = InputFormType.GetByKey(inputFormTypeCode);
if (type != null)
{
// Get input form type
lblTitle.Text = "New exclusion rule for input form type " + type.Name + " [" + type.Code + "]";
// Build collection with all possible container types (not used in exclusion rule)
ContainerTypeList containerTypes = GetPossibleContainerTypes();
if (containerTypes.Count > 0)
{
dg.DataSource = containerTypes;
Utils.InitGridSort(ref dg, false);
dg.DataBind();
dg.DisplayLayout.AllowSortingDefault = Infragistics.WebUI.UltraWebGrid.AllowSorting.No;
}
else
{
dg.Visible = false;
lbError.Text = "No container types";
lbError.CssClass = "hc_success";
lbError.Visible = true;
UITools.HideToolBarButton(uwToolbar, "Save");
UITools.HideToolBarSeparator(uwToolbar, "SaveSep");
}
}
else
{
// Wrong request data
lbError.CssClass = "hc_error";
lbError.Text = "Error: exclusion rule of input form type is null";
lbError.Visible = true;
}
}
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);
}
}
}
}
