public void Clear()
{
m_PCPoint = new PCPoint();
AlterCoord = false;
TxbSURVEY_ID.Clear();
TxbGULLY_NUMBER.Clear();
TxbACQUISITION_DATE.Clear();
TxbACQUISITION_UNIT.Clear();
TxbBOTTOM_TYPE.ResetText();
TxbCo_X.Clear();
TxbCO_Y.Clear();
TxbCOVER_MATERIAL.ResetText();
TxbCOVER_STATE.ResetText();
//TxbFLOW_STATE.ResetText();
TxbGROUND_LEVEL.Clear();
//TxbID.Clear();
//TxbINVERT_LEVEL.Clear();
TxbMANHOLE_MATERIAL.ResetText();
TxbMANHOLE_SHAPE.ResetText();
TxbMANHOLE_SIZE.Clear();
TxbMANHOLE_TYPE.ResetText();
TxbPROCESS_DATE.Clear();
TxbPROCESS_UNIT.Clear();
TxbROAD_NAME.Clear();
TxbSEDIMENT_DEPTH.Clear();
TxbSTATE.ResetText();
CmbPointType.ResetText();
TxbRemark.Clear();
}
public void SetData(IPipeData pPipeData)
{
// m_PipeData = pPipeData;
m_PCPoint = pPipeData as IPCPoint;
m_ShoudReDraw = false;
TxbSURVEY_ID.Text = m_PCPoint.SURVEY_ID;
TxbACQUISITION_DATE.Text = m_PCPoint.ACQUISITION_DATE;
TxbACQUISITION_UNIT.Text = m_PCPoint.ACQUISITION_UNIT;
TxbBOTTOM_TYPE.Text = m_PCPoint.BOTTOM_TYPE;
TxbCo_X.Text = m_PCPoint.X;
TxbCO_Y.Text = m_PCPoint.Y;
TxbCOVER_MATERIAL.Text = m_PCPoint.COVER_MATERIAL;
TxbCOVER_STATE.Text = m_PCPoint.COVER_STATE;
TxbGULLY_NUMBER.Text = m_PCPoint.GULLY_NUMBER;
TxbGROUND_LEVEL.Text = m_PCPoint.GROUND_LEVEL;
TxbMANHOLE_MATERIAL.Text = m_PCPoint.MANHOLE_MATERIAL;
TxbMANHOLE_SHAPE.Text = m_PCPoint.MANHOLE_SHAPE;
TxbMANHOLE_SIZE.Text = m_PCPoint.MANHOLE_SIZE;
TxbMANHOLE_TYPE.Text = m_PCPoint.MANHOLE_TYPE;
TxbPROCESS_DATE.Text = m_PCPoint.PROCESS_Date;
TxbPROCESS_UNIT.Text = m_PCPoint.PROCESS_Unit;
TxbROAD_NAME.Text = m_PCPoint.ROAD_NAME;
TxbSEDIMENT_DEPTH.Text = m_PCPoint.SEDIMENT_DEPTH;
TxbSTATE.Text = m_PCPoint.STATE;
TxbDepth.Text = m_PCPoint.Depth;
CmbPointType.Text = m_PCPoint.Type;
TxbRemark.Text = m_PCPoint.Remark;
AlterCoord = false;
}
public IPipeData GetData()
{
if (m_PCPoint == null)
{
m_PCPoint = new PCPoint();
}
m_PCPoint.ACQUISITION_DATE = TxbACQUISITION_DATE.Text;
m_PCPoint.ACQUISITION_UNIT = TxbACQUISITION_UNIT.Text;
m_PCPoint.X = TxbCo_X.Text;
m_PCPoint.Y = TxbCO_Y.Text;
m_PCPoint.GROUND_LEVEL = TxbGROUND_LEVEL.Text;
//m_MANHOLE.INVERT_LEVEL = TxbINVERT_LEVEL.Text;
m_PCPoint.PROCESS_Date = TxbPROCESS_DATE.Text;
m_PCPoint.PROCESS_Unit = TxbPROCESS_UNIT.Text;
m_PCPoint.ROAD_NAME = TxbROAD_NAME.Text;
m_PCPoint.STATE = TxbSTATE.Text;
m_PCPoint.SURVEY_ID = TxbSURVEY_ID.Text;
//m_MANHOLE.SYSTEM_TYPE = TxbSYSTEM_TYPE.Text;
m_PCPoint.SURVEY_ID = TxbSURVEY_ID.Text;
m_PCPoint.BOTTOM_TYPE = TxbBOTTOM_TYPE.Text;
m_PCPoint.COVER_MATERIAL = TxbCOVER_MATERIAL.Text;
m_PCPoint.COVER_STATE = TxbCOVER_STATE.Text;
//m_MANHOLE.FLOW_STATE = TxbFLOW_STATE.Text;
m_PCPoint.GROUND_LEVEL = TxbGROUND_LEVEL.Text;
m_PCPoint.MANHOLE_MATERIAL = TxbMANHOLE_MATERIAL.Text;
m_PCPoint.MANHOLE_SHAPE = TxbMANHOLE_SHAPE.Text;
m_PCPoint.MANHOLE_SIZE = TxbMANHOLE_SIZE.Text;
m_PCPoint.MANHOLE_TYPE = TxbMANHOLE_TYPE.Text;
m_PCPoint.SEDIMENT_DEPTH = TxbSEDIMENT_DEPTH.Text;
m_PCPoint.Depth = TxbDepth.Text;
m_PCPoint.Type = CmbPointType.Text;
//m_PCPoint.WATER_LEVEL = TxbWATER_LEVEL.Text;
//m_PCPoint.WATER_QUALITY = TxbWATER_QUALITY.Text;
m_PCPoint.Remark = TxbRemark.Text;
m_PCPoint.GULLY_NUMBER = TxbGULLY_NUMBER.Text;
TxbDepth.Clear();
CmbPointType.ResetText();
return(m_PCPoint);
}
public override void DrawCADObject(Autodesk.AutoCAD.Interop.AcadDocument AcadDoc)
{
string Linetype = "合流";
int LayerID = GetLayerIndex("YSLine", AcadDoc);
if (this.US_SURVEY_ID.StartsWith("WS"))
{
LayerID = GetLayerIndex("WSLine", AcadDoc);
Linetype = "污水";
}
else if (this.US_SURVEY_ID.StartsWith("YS"))
{
Linetype = "雨水";
}
AcadDoc.ActiveLayer = AcadDoc.Layers.Item(LayerID);
IPCPoint SPoint = GetPointByID(this.US_SURVEY_ID);
IPCPoint EPoint = GetPointByID(this.DS_SURVEY_ID);
double[] StartPoint = new double[3] {
double.Parse(SPoint.X), double.Parse(SPoint.Y), 0
};
double[] EndPoint = new double[3] {
double.Parse(EPoint.X), double.Parse(EPoint.Y), 0
};
AcadLine pAcadLine = AcadDoc.ModelSpace.AddLine(StartPoint, EndPoint);
AcadDictionary pAcadDictionary = pAcadLine.GetExtensionDictionary();
//pAcadDictionary.AddXRecord(ClassName);
pAcadDictionary.AddXRecord(ID);
string MinArrowVal = CIni.ReadINI("DrawCAD", "ArrowMin");
bool IsDrawArrow = false;
if (string.IsNullOrEmpty(MinArrowVal))
{
IsDrawArrow = true;
}
else
{
double MinArrow = double.Parse(MinArrowVal);
if (pAcadLine.Length < MinArrow)
{
IsDrawArrow = false;
}
else
{
IsDrawArrow = true;
}
}
double[] MidPoint = new double[3] {
(double.Parse(SPoint.X) + double.Parse(EPoint.X)) / 2, (double.Parse(SPoint.Y) + double.Parse(EPoint.Y)) / 2, 0
};
if (IsDrawArrow)
{
string WidthValue = this.Width;
AcadMInsertBlock pBlock = AcadDoc.ModelSpace.AddMInsertBlock(MidPoint, "GP4", 1, 1, 1, 0, 1, 1, 1, 1);
pBlock.Rotate(MidPoint, pAcadLine.Angle);
pAcadDictionary = pBlock.GetExtensionDictionary();
pAcadDictionary.AddXRecord(ID);
}
string MinLableVal = CIni.ReadINI("DrawCAD", "LableMin");
if (!string.IsNullOrEmpty(MinLableVal))
{
double MinLable = double.Parse(MinLableVal);
if (pAcadLine.Length < MinLable)
{
return;
}
}
string pUS_INVERT_LEVEL = double.Parse(SPoint.INVERT_LEVEL).ToString("0.000");
string pDS_INVERT_LEVEL = double.Parse(EPoint.INVERT_LEVEL).ToString("0.000");
string LineLable = string.Format("{0} {1}m {2}Φ{3} {4}m", Linetype, pUS_INVERT_LEVEL, this.MATERIAL, this.Width, pDS_INVERT_LEVEL);
LayerID = GetLayerIndex("YSZJ", AcadDoc);
if (this.US_SURVEY_ID.StartsWith("WS"))
{
LayerID = GetLayerIndex("WSZJ", AcadDoc);
}
else
{
LayerID = GetLayerIndex("YSZJ", AcadDoc);
}
AcadDoc.ActiveLayer = AcadDoc.Layers.Item(LayerID);
AcadText pAcadText = AcadDoc.ModelSpace.AddText(LineLable, MidPoint, 2.0);
double LineAngle = pAcadLine.Angle;
if (LineAngle > Math.PI / 2 && LineAngle < 3 * Math.PI / 2)
{
LineAngle = LineAngle - Math.PI;
}
pAcadText.Rotate(MidPoint, LineAngle);
pAcadDictionary = pAcadText.GetExtensionDictionary();
//pAcadDictionary.AddXRecord(ClassName);
pAcadDictionary.AddXRecord(ID);
//}
AcadDoc.Save();
}
