forked from alcorlin/ResedUI
/
ThreeWayTableForm.cs
1089 lines (1027 loc) · 46.9 KB
/
ThreeWayTableForm.cs
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using System;
using System.Collections.Generic;
using System.ComponentModel;
using System.Data;
using System.Drawing;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
using System.Windows.Forms;
using System.Diagnostics;
namespace RiverSimulationApplication
{
public partial class ThreeWayTableForm : Form
{
public ThreeWayTableForm()
{
InitializeComponent();
}
private RiverSimulationProfile p = null;
public enum FormType
{
FlowQuantity,
WaterLevel,
BottomBedLoadFlux,
DepthAverageConcentration,
};
public void SetFormMode(FormType t, string title, string colName, int colCount, int rowCount, RiverSimulationProfile profile, object initData = null)
{
this.formType = t;
this.p = profile;
this.title = title;
this.colCount = colCount;
this.iTitle = colName;
//this.rowCount = rowCount;
if (formType == FormType.FlowQuantity || formType == FormType.WaterLevel)
{
if (p.IsVariableFlowType())
{
this.iStart = 1;
this.jStart = 1;
this.rowCount = rowCount;
this.extraCol = (formType == FormType.FlowQuantity) ? 2 : 1;
}
else
{
this.iStart = 0;
this.jStart = 1;
this.rowCount = 1;
this.extraCol = 1;
}
if (formType == FormType.FlowQuantity)
{
type1Btn.Text = "均勻入流";
type2Btn.Text = "非均勻入流";
}
else
{
type1Btn.Text = "均一值";
type2Btn.Text = "逐點給";
}
}
else if (formType == FormType.BottomBedLoadFlux)
{
if (p.IsVariableFlowType())
{
this.iStart = 1;
this.jStart = 1;
this.rowCount = rowCount;
this.extraCol = 2;
this.extraRow = 2;
}
else
{
this.iStart = 0;
this.jStart = 1;
this.rowCount = 1;
this.extraCol = 2;
this.extraRow = 2;
}
this.colCount = (p.sedimentParticlesNumber > p.inputGrid.GetJ) ? p.sedimentParticlesNumber : p.inputGrid.GetJ;
}
else if (formType == FormType.DepthAverageConcentration)
{
this.iStart = 1;
this.jStart = 2;
this.rowCount = rowCount;
this.extraCol = 2;
this.extraRow = 4;
this.colCount = (p.sedimentParticlesNumber > p.inputGrid.GetJ) ? p.sedimentParticlesNumber : p.inputGrid.GetJ;
}
CreateData(initData);
}
public object GetData()
{
return _data;
}
private void ok_Click(object sender, EventArgs e)
{
if (DoConvert())
{
DialogResult = DialogResult.OK;
}
}
private bool DoConvert()
{
bool isSuccess = false;
switch (formType)
{
case FormType.FlowQuantity:
isSuccess = ConvertFlowQuantityData();
break;
case FormType.WaterLevel:
isSuccess = ConvertWaterLevelData();
break;
case FormType.BottomBedLoadFlux:
isSuccess = ConvertBottomBedLoadFluxData();
break;
case FormType.DepthAverageConcentration:
isSuccess = ConvertDepthAverageConcentrationData();
break;
}
if (!isSuccess)
{
MessageBox.Show("輸入資料格式錯誤！", "警告", MessageBoxButtons.OK, MessageBoxIcon.Exclamation);
}
return isSuccess;
}
private string title;
private int colCount = 0;
private int rowCount = 0;
private object _data = null;
private int tabIndex = 0;
private Color colHeaderColor1 = Color.CornflowerBlue; //橫向(上方)標題顏色
private Color colHeaderColor2 = Color.LightSkyBlue; //橫向(上方)標題顏色
private Color rowHeaderColor = Color.LightGray; //直向(左方)標題顏色
private Color tabActiveColor = Color.CornflowerBlue; //被選取標籤顏色
private Color tabItemColor = Color.DarkSlateBlue; //未選取標籤顏色
private Color tabPageItemColor = Color.LemonChiffon; //三維表單內文鵝黃色
private Color tabPageItemColor2 = Color.Gold; //三維表單內文鵝黃色
private void ThreeWayTableForm_Load(object sender, EventArgs e)
{
this.Text = title;
InitializeDataGridView();
foreach (DataGridViewColumn column in dataGridView.Columns)
{
column.SortMode = DataGridViewColumnSortMode.NotSortable;
}
}
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 ConvertFlowQuantityData()
{
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:
if (!AutoFinishConvertFlowQualityCell())
{
return false;
}
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 + 1, 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 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 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 FormType formType = FormType.FlowQuantity;
private int iStart = 1;
private int jStart = 2;
private string iTitle;
private string timeTitle = "邊界時間";
//private string buttonText;
//private string checkText;
private int extraCol = 2;
private int extraRow = 1;
private void InitializeDataGridView()
{
dataGridView.Rows.Clear();
DataGridViewUtility.InitializeDataGridView(dataGridView, colCount + extraCol, rowCount + extraRow, 120, 60,
"", "", "", false, false);
//if(formType == FormType.FlowQuantity)
//{
// dataGridView[0, 0].Value = p.IsVariableFlowType() ? "變量流(輸入百分比)" : "定量流(輸入百分比)";
//}
//else
//{
// dataGridView[0, 0].Value = p.IsVariableFlowType() ? "變量流" : "定量流";
//}
flowTypeLbl.Text = p.IsVariableFlowType() ? "變量流" : "定量流";
for (int jw = 0; jw < rowCount + extraRow; ++jw)
{ //全畫面設為唯讀
for (int iw = 0; iw < colCount + extraCol; ++iw)
{
dataGridView[iw, jw].ReadOnly = true;
}
}
if (formType == FormType.FlowQuantity)
{
InitTableFlowQuantity();
}
else if (formType == FormType.WaterLevel)
{
InitTableWaterLevel();
}
else if (formType == FormType.BottomBedLoadFlux)
{
InitTableBottomBedLoadFlux();
}
else if (formType == FormType.DepthAverageConcentration)
{
InitTableDepthAverageConcentration();
}
FillDataGridView();
}
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 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 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 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 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 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 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 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 CalFlowQualitySumOfOneRow(int index, ref double sum)
{
sum = 0.0;
for (int iw = iStart; iw < iStart + colCount - 1; ++iw)
{
try
{
sum += Convert.ToDouble(dataGridView[iw + 1, index].Value);
}
catch
{
return false;
}
}
if (sum > 100.0)
{
return false;
}
return true;
}
private void copyToolStripMenuItem_Click(object sender, EventArgs e)
{
DataGridViewUtility.CopyToClipboard(dataGridView);
}
private void pasteToolStripMenuItem_Click(object sender, EventArgs e)
{
DataGridViewUtility.PasteFromeExcel(dataGridView);
}
private void ValueToolStripMenuItem_Click(object sender, EventArgs e)
{
DataGridViewUtility.FillSelectedValue(dataGridView);
}
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 type2Btn_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())
{