private void calculateIDW()
{
pm = new ProcessManager();
this.Invoke(pm.createProcessWindow());
try
{
GISdataManager.readSHP(tBPointPath.Text, ref pointLayer);
this.Invoke(pm.addInfomation, new object[] { "读取point图层成功" });
}
catch (Exception e) {
}
try
{
GISdataManager.readRaster(tBRefPath.Text, ref refLayer);
this.Invoke(pm.addInfomation, new object[] { "读取参考图层成功" });
}
catch (Exception e) {
}
path = tBSavePath.Text;
fileName = Path.GetFileName(path);
filePath = Path.GetDirectoryName(path);
Console.WriteLine(fileName + "," + filePath);
IFeatureClass pointFeature = pointLayer.FeatureClass;
IRaster refRaster = refLayer.Raster;
List <String> fields = new List <string>();
for (int i = 0; i < pointFeature.Fields.FieldCount; i++)
{
var name = pointFeature.Fields.Field[i].Name;
if (Regex.IsMatch(name, @"^\d+_\d+_\d+$"))
{
fields.Add(name);
}
}
this.Invoke(pm.setProcess, new object[] { 0, fields.Count });
int key = 1;
foreach (var field in fields)
{
this.Invoke(pm.updateProcess, new object [] { string.Format("正在生成第{0}副图像", key), key });
IDWInterpolation(pointFeature, refRaster, field);
this.Invoke(pm.addInfomation, new object[] { string.Format("第{0}副图像生成成功", key) });
key++;
}
this.Invoke(pm.close);
}
void FloodStart()
{
//读入dem，manning，rain
DemPath = txbDemIpute.Text;
GISdataManager.readRaster(DemPath, ref demRaster);
dem = GISdataManager.Raster2Mat(demRaster);
ManningPath = txbManingInput.Text;
GISdataManager.readRaster(ManningPath, ref manningRaster);
manNing = GISdataManager.Raster2Mat(manningRaster);
RainRecordPath = txbRaintxt.Text;
rainRecordList = TxTReader.txt2List2(RainRecordPath);
if (rainRecordList.Count > 0)
{
string[] record = rainRecordList[0];
string path;
path = record[1];
GISdataManager.readRaster(path, ref rainDeepRaster);
rainDeepMat = GISdataManager.Raster2Mat(rainDeepRaster);
}
else
{
MessageBox.Show("请重新输入有效降雨数据！");
return;
}
//获取栅格分辨率
IRasterInfo rasterinfo = (demRaster.Raster as IRawBlocks).RasterInfo;
flowLength = Convert.ToInt32(rasterinfo.CellSize.X);
flowLength2 = flowLength * 1.141f;
//判断DEM与曼宁系数栅格是否一致！
if (demRaster.ColumnCount != manningRaster.ColumnCount || demRaster.RowCount != manningRaster.RowCount)
{
MessageBox.Show("请保证曼宁糙率栅格行列是否与DEM一致，请对应后重新输入！");
return;
}
rowCount = demRaster.RowCount;
colCount = demRaster.ColumnCount;
//初始化中间参数
slope = new float[rowCount, colCount];
flowDir = new byte[rowCount, colCount];
canCuculate = new bool[rowCount, colCount];
waterDeep = new float[rowCount, colCount];
tempDeep = new float[rowCount, colCount];
flowVel = new float[rowCount, colCount];
arrived = new bool[rowCount, colCount];
for (int i = 0; i < rowCount; i++)
{
for (int j = 0; j < colCount; j++)
{
slope[i, j] = 0f;
flowDir[i, j] = 0;
waterDeep[i, j] = 0f;
tempDeep[i, j] = 0f;
flowVel[i, j] = 0f;
arrived[i, j] = false;
}
}
DBpointPath = txbDBpoint.Text;
GISdataManager.readSHP(DBpointPath, ref DBpointshp);
IFeatureClass featureClass = DBpointshp.FeatureClass;
int count = featureClass.FeatureCount(new QueryFilter());
for (int i = 0; i < count; i++)
{
IFeature feature = featureClass.GetFeature(i);
IGeometry Geo = feature.Shape;
IPoint point = Geo as IPoint;
double x, y;
x = point.X;
y = point.Y;
//获取出水点在Mit中的位置
IRaster raster = demRaster.Raster;
IRaster2 raster2 = raster as IRaster2;
DPcolIndex = raster2.ToPixelColumn(x);
DProwIndex = raster2.ToPixelRow(y);
dbPointList.Add(new int[2] {
DProwIndex, DPcolIndex
});
arrived[DProwIndex, DPcolIndex] = true;
}
//读取流量过程线表格
HydroPath = txbHydroghraph.Text;
HydroRecordList = TxTReader.txt2List3(HydroPath, dbPointList.Count);
//初始化计算范围
for (int i = 0; i < rowCount; i++)
{
for (int j = 0; j < colCount; j++)
{
if (dem[i, j] != nodataValue)
{
canCuculate[i, j] = true;
}
}
}
}
void DemBreakStart()
{
//读入dem，manning
DemPath = txbDemIpute.Text;
GISdataManager.readRaster(DemPath, ref demRaster);
//
//IRasterProps rasterprops = demRaster.Raster as IRasterProps;
//object nodataValue1 = rasterprops.NoDataValue;
//float[] mit = nodataValue1 as float[];
//nodataValue = mit[0];
//
dem = GISdataManager.Raster2Mat(demRaster);
ManningPath = txbManingInput.Text;
GISdataManager.readRaster(ManningPath, ref manningRaster);
manNing = GISdataManager.Raster2Mat(manningRaster);
//获取栅格分辨率
IRasterInfo rasterinfo = (demRaster.Raster as IRawBlocks).RasterInfo;
flowLength = Convert.ToInt32(rasterinfo.CellSize.X);
flowLength2 = flowLength * 1.141f;
//判断DEM与曼宁系数栅格是否一致！
if (demRaster.ColumnCount != manningRaster.ColumnCount || demRaster.RowCount != manningRaster.RowCount)
{
MessageBox.Show("请在检查DEM与曼宁糙率栅格行列是否对应后重新输入！");
return;
}
rowCount = demRaster.RowCount;
colCount = demRaster.ColumnCount;
//初始化中间参数
slope = new float[rowCount, colCount];
flowDir = new byte[rowCount, colCount];
waterDeep = new float[rowCount, colCount];
tempDeep = new float[rowCount, colCount];
flowVel = new float[rowCount, colCount];
arrived = new bool[rowCount, colCount];
for (int i = 0; i < rowCount; i++)
{
for (int j = 0; j < colCount; j++)
{
slope[i, j] = 0f;
flowDir[i, j] = 0;
waterDeep[i, j] = 0f;
tempDeep[i, j] = 0f;
flowVel[i, j] = 0f;
arrived[i, j] = false;
}
}
DBpointPath = txbDBpoint.Text;
GISdataManager.readSHP(DBpointPath, ref DBpointshp);
IFeatureClass featureClass = DBpointshp.FeatureClass;
int count = featureClass.FeatureCount(new QueryFilter());
for (int i = 0; i < count; i++)
{
IFeature feature = featureClass.GetFeature(i);
IGeometry Geo = feature.Shape;
IPoint point = Geo as IPoint;
double x, y;
x = point.X;
y = point.Y;
//获取出水点在Mit中的位置
IRaster raster = demRaster.Raster;
IRaster2 raster2 = raster as IRaster2;
DPcolIndex = raster2.ToPixelColumn(x);
DProwIndex = raster2.ToPixelRow(y);
dbPointList.Add(new int[2] {
DProwIndex, DPcolIndex
});
arrived[DProwIndex, DPcolIndex] = true;
waterGrids.Add(new int[2] {
DProwIndex, DPcolIndex
});
}
//读取流量过程线表格
HydroPath = txbHydroghraph.Text;
HydroRecordList = TxTReader.txt2List3(HydroPath, dbPointList.Count);
}
