static void Main(string[] args)
{
Console.WriteLine("Fun fun abstract");
TxTReader txtReader = new TxTReader();
txtReader.OpenFile("mis");
CleanUpReader(txtReader);
WordReader wordReader = new WordReader();
wordReader.OpenFile("pies");
CleanUpReader(wordReader);
ZipReader zipReader = new ZipReader();
zipReader.OpenFile("kot");
zipReader.CheckStats();
CleanUpReader(zipReader);
//Fun fun interface
Console.WriteLine("Fun fun interface");
MSSQLAccess msSqlAccess = new MSSQLAccess();
msSqlAccess.OpenConnection();
GetDataFromDb(msSqlAccess);
OracleAccess oracleAccess = new OracleAccess();
oracleAccess.OpenConnection();
GetDataFromDb(oracleAccess);
MockDataAccess mockDataAccess = new MockDataAccess();
GetDataFromDb(mockDataAccess);
Console.ReadLine();
}
Boolean FloodStart()
{
//读入dem，manning，rain
this.Invoke(pm.addInfomation, new object[] { "正在读取DEM文件..." });
DemPath = txbDemIpute.Text;
GISdataManager.readRaster(DemPath, ref demRaster);
dem = GISdataManager.Raster2Mat(demRaster);
this.Invoke(pm.addInfomation, new object[] { "DEM数据读取完毕，并写入DEM数组中" });
this.Invoke(pm.addInfomation, new object[] { "正在读取曼宁系数文件..." });
ManningPath = txbManingInput.Text;
GISdataManager.readRaster(ManningPath, ref manningRaster);
manNing = GISdataManager.Raster2Mat(manningRaster);
this.Invoke(pm.addInfomation, new object[] { "曼宁系数数据读取完毕，并写入曼宁系数数组中" });
RainRecordPath = txbRaintxt.Text;
rainRecordList = TxTReader.txt2List2(RainRecordPath);
this.Invoke(pm.addInfomation, new object[] { "正在判断雨量格式是否正确..." });
if (rainRecordList.Count > 0)
{
this.Invoke(pm.addInfomation, new object[] { "雨量数据格式正确" });
}
else
{
this.Invoke(pm.addInfomation, new object[] { "请重新输入有效降雨数据" });
return(false);
}
//获取栅格分辨率
IRasterInfo rasterinfo = (demRaster.Raster as IRawBlocks).RasterInfo;
flowLength = Convert.ToInt32(rasterinfo.CellSize.X);
this.Invoke(pm.addInfomation, new object[] { String.Format("DEM栅格宽度为：{0}m", flowLength) });
//maxSpeed = (float)Math.Sqrt(flowLength * 10);
maxSpeed = 10f;
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)
{
this.Invoke(pm.addInfomation, new object[] { "曼宁糙率栅格行列与DEM不一致，请对应后重新输入！" });
return(false);
}
rowCount = demRaster.RowCount;
colCount = demRaster.ColumnCount;
Console.WriteLine(rowCount + "," + colCount);
//初始化中间参数
slope = new float[colCount, rowCount]; //坡度矩阵
flowDir = new Dirction[colCount, rowCount]; //流向矩阵
canCuculate = new bool[colCount, rowCount]; //用于判断矩阵中的点是否在DEM范围内
waterDeep = new float[colCount, rowCount]; //水深矩阵
tempDeep = new float[colCount, rowCount]; //
flowVel = new float[colCount, rowCount];
for (int i = 0; i < colCount; i++)
{
for (int j = 0; j < rowCount; j++)
{
slope[i, j] = 0f;
flowDir[i, j] = new Dirction()
{
x = 0, y = 0
};
if (dem[i, j] == nodataValue)
{
waterDeep[i, j] = nodataValue;
}
else
{
waterDeep[i, j] = 0f;
}
tempDeep[i, j] = 0f;
flowVel[i, j] = 0f;
}
}
for (int i = 0; i < colCount; i++)
{
for (int j = 0; j < rowCount; j++)
{
if (dem[i, j] != nodataValue)
{
canCuculate[i, j] = true;
}
}
}
return(true);
}
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);
}
