657 lines
18 KiB
C++
657 lines
18 KiB
C++
#include "StdAfx.h"
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#include "AcDbObjectPtr.h"
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#include "EntitySet.h"
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#include "ReverseElevationCalc.h"
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#include "elevationcalcdlg.h"
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#include <stack>
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#include "DbPipe.h"
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#include "Dbwell.h"
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#include "Dbpool.h"
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namespace
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{
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BOOL IsPool(AcDbObjectId idNode)
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{
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if (!idNode)
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return FALSE;
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AcDbObjectId idBlk = NULL;
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OPENOBJ_BEGIN(idNode, AcDb::kForRead, CDbPool, pEquip);
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if (pEquip)
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return TRUE;
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else
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return FALSE;
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OPENOBJ_END();
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}
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}
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ReverseElevationCalc::ReverseElevationCalc()
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{
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}
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void ReverseElevationCalc::InitCalcSys()
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{
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if (m_pAllList != NULL)
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{
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std::stack<SSearchPipeList*> data;
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data.push(m_pAllList);
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while(!data.empty())
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{
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SSearchPipeList *pList = data.top();
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data.pop();
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if (pList != NULL && (pList->m_iType == 3 || pList->m_iType == 4))
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{
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for (int i = 0; i < pList->m_lstNode.Length(); i++)
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{
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SSearchPipeList *pEWell = pList, *pSWell = NULL, *pPipe = pList->m_lstNode[i];
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if (pPipe->m_iType == 0 && pPipe->m_lstNode.Length() == 1 &&
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(pSWell = pPipe->m_lstNode[0]) != NULL && (pSWell->m_iType == 3 || pSWell->m_iType == 4))
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{
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CALCNODE node;
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node.idS = pSWell->m_ID;
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node.idE = pEWell->m_ID;
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node.idP = pPipe->m_ID;
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node.dPipeDn = pPipe->m_iDn;
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node.bSysStartWell = FALSE;
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node.bIsDropWell = FALSE;
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node.bPool = FALSE;
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ads_name name;
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acdbGetAdsName(name, pPipe->m_ID);
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node.dGradient = GlobalFunc::GetPipeGradient(name);
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node.dPipeLen = pPipe->m_nLength;
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if (pEWell->m_iType == 3) //井
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{
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node.dWellEleUpE = GetWellEleUp(pEWell->m_ID);
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node.strEWellName = GlobalFunc::GetWellName(pEWell->m_ID);
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}
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else if (pEWell->m_iType == 4) // 化粪池
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{
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node.dWellEleUpE = GetPoolGroundEle(pEWell->m_ID);
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node.strEWellName = GetPoolName(pEWell->m_ID) + _T("进");
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}
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if (pSWell->m_iType == 3)
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{
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node.dWellEleUpS = GetWellEleUp(pSWell->m_ID);
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node.strSWellName = GlobalFunc::GetWellName(pSWell->m_ID);
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node.dWellEleDownS = GetWellEleDown(pSWell->m_ID);
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node.bIsDropWell = IsDropWell(pSWell->m_ID);
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}
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else if (pSWell->m_iType == 4)
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{
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node.bPool = TRUE;
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node.dWellEleUpS = GetPoolGroundEle(pSWell->m_ID);
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node.strSWellName = GetPoolName(pSWell->m_ID) + _T("出");
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}
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if (pSWell->m_lstNode.Length() == 0) //系统起点井
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{
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node.bSysStartWell = TRUE;
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}
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node.dGradientDist = node.dGradient * node.dPipeLen;
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node.dPipeEleE = 0.0;
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node.dPipeEleS = 0.0;
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node.dDeepS = 0.0;
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node.dDeepE = 0.0;
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m_vecLstData.push_back(node);
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data.push(pSWell);
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}
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}
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}
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}
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}
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}
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void ReverseElevationCalc::LayingDepthCalc()
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{
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m_vecCheckforPipe.clear();
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// 获得反算计算序列
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std::vector<CALCNODE> vecCalcforR;
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SortforCalcR(vecCalcforR);
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acedSetStatusBarProgressMeter(_T("计算中..."), 0, vecCalcforR.size());
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for (size_t i = 0; i < vecCalcforR.size(); i++)
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{
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acedSetStatusBarProgressMeterPos(i);
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CALCNODE &node = vecCalcforR[i];
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node.dGradientDist = node.dGradient * node.dPipeLen;
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if(node.idE == m_pAllList->m_ID) // 排出口
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{
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node.dPipeEleE = m_dPipeEleDown;
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node.dPipeEleS = node.dPipeEleE + node.dGradientDist;
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node.dDeepS = node.dWellEleUpS - node.dPipeEleS;
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node.dDeepE = node.dWellEleUpE - node.dPipeEleE;
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}
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else
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{
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if (IsPool(node.idE)) // 化粪池
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{
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node.dPipeEleE = GetPipeEleDown2(vecCalcforR, node.idE) + GetPoolDrop(node.idE);
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}
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else // 井
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{
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node.dPipeEleE = GetPipeEleUp2(vecCalcforR, node.idE) - GetPipeDjById(node.idP, node.dPipeDn) * 0.001;
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}
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node.dPipeEleS = node.dPipeEleE + node.dGradientDist;
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node.dDeepS = node.dWellEleUpS - node.dPipeEleS;
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node.dDeepE = node.dWellEleUpE - node.dPipeEleE;
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}
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}
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acedRestoreStatusBar();
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m_vecLstData = vecCalcforR;
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}
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void ReverseElevationCalc::AutoCalc(BOOL bModify)
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{
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UpdateSWellLayDepth(); // cet 2012.6.25 add 更新起点井埋深
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// 获得正算计算序列
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std::vector<CALCNODE> vecCalcforP;
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SortforCalcP(vecCalcforP);
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acedSetStatusBarProgressMeter(_T("自动计算中..."), 0, vecCalcforP.size());
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for (size_t i = 0; i < vecCalcforP.size(); i++)
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{
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acedSetStatusBarProgressMeterPos(i);
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CALCNODE &node = vecCalcforP[i];
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node.dGradientDist = node.dGradient * node.dPipeLen;
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if (node.bSysStartWell) //系统起点井
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{
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double dLayingDepth = GetWellLayDepth(node.idS); // 埋设深度
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node.dPipeEleS = node.dWellEleUpS - dLayingDepth;
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}
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else if (node.bIsDropWell) //跌水井
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{
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node.dPipeEleS = node.dWellEleDownS;
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}
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else if (node.bPool) // 化粪池
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{
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node.dPipeEleS = GetPipeEleDown(vecCalcforP, node.idS) - GetPoolDrop(node.idS);
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}
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else
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{
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node.bIsDropWell = isDropWell(vecCalcforP, node.idS); // cet 2011.11.29 add 判断井是否产生跌水
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double dPipeEleUp = GetPipeEleUp(vecCalcforP, node.idS);
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node.dPipeEleS = dPipeEleUp - GetPipeDjById(node.idP, node.dPipeDn) * 0.001;
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}
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// 检查起点井覆土厚度
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double dThick = node.dWellEleUpS - (node.dPipeEleS + GetPipeDjById(node.idP, node.dPipeDn) * 0.001 + GetPipeThickById(node.idP, node.dPipeDn));
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if (dThick + 0.001 < m_dMinThick) // 小于最小覆土厚度时调整为最小覆土厚度
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{
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if (!node.bIsDropWell && !node.bPool)
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{
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node.dPipeEleS = node.dWellEleUpS - m_dMinThick - GetPipeDjById(node.idP, node.dPipeDn) * 0.001 - GetPipeThickById(node.idP, node.dPipeDn);
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if (!node.bSysStartWell && !node.bPool)
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{
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node.bIsDropWell = TRUE;
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node.dWellEleDownS = node.dPipeEleS;
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}
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}
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else if (node.bIsDropWell && bModify) // 跌水井
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{
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// 变为普通井
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node.bIsDropWell = FALSE;
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double dPipeEleUp = GetPipeEleUp(vecCalcforP, node.idS);
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node.dPipeEleS = dPipeEleUp - GetPipeDjById(node.idP, node.dPipeDn) * 0.001;
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dThick = node.dWellEleUpS - (node.dPipeEleS + GetPipeDjById(node.idP, node.dPipeDn) * 0.001 + GetPipeThickById(node.idP, node.dPipeDn));
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if (dThick + 0.001 < m_dMinThick)
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{
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node.dPipeEleS = node.dWellEleUpS - m_dMinThick - GetPipeDjById(node.idP, node.dPipeDn) * 0.001 - GetPipeThickById(node.idP, node.dPipeDn);
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node.bIsDropWell = TRUE;
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}
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}
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}
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node.dPipeEleE = node.dPipeEleS - node.dGradientDist;
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// 检查终点井覆土厚度
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dThick = node.dWellEleUpE - (node.dPipeEleE + GetPipeDjById(node.idP, node.dPipeDn) * 0.001 + GetPipeThickById(node.idP, node.dPipeDn));
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if (dThick + 0.001 < m_dMinThick) // 小于最小覆土深度时调整为最小覆土深度
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{
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node.dPipeEleE = node.dWellEleUpE - m_dMinThick - GetPipeDjById(node.idP, node.dPipeDn) * 0.001 - GetPipeThickById(node.idP, node.dPipeDn);
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node.dPipeEleS = node.dPipeEleE + node.dGradientDist;
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if (!node.bSysStartWell && !node.bPool)
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{
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node.bIsDropWell = TRUE; //起点井设置为跌水井
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node.dWellEleDownS = node.dPipeEleS;
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}
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}
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node.dDeepS = node.dWellEleUpS - node.dPipeEleS;
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node.dDeepE = node.dWellEleUpE - node.dPipeEleE;
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// 不能修改埋深否则 无法比较起点井和用户设置的埋深关系
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// if (node.bSysStartWell)
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// {
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// m_mapLayingDepth.erase(node.idS);
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// m_mapLayingDepth.insert(std::make_pair(node.idS, node.dDeepS));
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// }
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}
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acedRestoreStatusBar();
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m_vecLstData = vecCalcforP;
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}
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void ReverseElevationCalc::CheckSys(CWnd *pWnd)
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{
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std::vector<AcDbObjectId> vecCheck1, vecCheck2;
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std::vector<CALCNODE>::iterator it;
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CString strMinThick, strLessDeep, strGreaterDeep;
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CString strTemp = _T("、");
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for (it = m_vecLstData.begin(); it != m_vecLstData.end(); it++)
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{
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const CALCNODE &node = *it;
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//起点井覆土厚度
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double dThick1 = node.dWellEleUpS - (node.dPipeEleS + GetPipeDjById(node.idP, node.dPipeDn) * 0.001 + GetPipeThickById(node.idP, node.dPipeDn));
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//终点井覆土厚度
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double dThick2 = node.dWellEleUpE - (node.dPipeEleE + GetPipeDjById(node.idP, node.dPipeDn) * 0.001 + GetPipeThickById(node.idP, node.dPipeDn));
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if (Compare(dThick1, m_dMinThick) == -1 || Compare(dThick2, m_dMinThick) == -1) // 管段不符合最小覆土厚度
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{
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strMinThick += node.strSWellName + _T("-") + node.strEWellName + strTemp;
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vecCheck1.push_back(node.idP);
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}
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if (node.bSysStartWell)
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{
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double dLayingDepth = GetWellLayDepth(node.idS);
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// 管内底标高介于最小覆土厚度和用户设定的埋设深度之间
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if ((Compare(node.dDeepS, dLayingDepth) == -1)
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&& (Compare(dThick1, m_dMinThick) != -1))
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{
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strLessDeep += node.strSWellName + strTemp;
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vecCheck2.push_back(node.idP);
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}
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else if (Compare(node.dDeepS, dLayingDepth) == 1
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&& Compare(dThick1, m_dMinThick) != -1) // 起点埋深大于用户设定值
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{
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strGreaterDeep += node.strSWellName + strTemp;
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}
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}
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}
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if (!strMinThick.IsEmpty()) // 存在不符合最小覆土厚度的管段
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{
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strMinThick = strMinThick.Left(strMinThick.GetLength() - strTemp.GetLength());
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if (pWnd != NULL)
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{
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pWnd->MessageBox(strMinThick + _T("管段不符合最小埋设深度要求！"), _T("反算校核"));
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}
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else
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{
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AfxMessageBox(strMinThick + _T("管段不符合最小埋设深度要求！"));
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}
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m_vecCheckforPipe = vecCheck1;
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}
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else if (!strLessDeep.IsEmpty()) // 存在管内底标高介于最小覆土厚度和用户设定的埋设深度之间的系统起点井
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{
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CString strTip;
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strLessDeep = strLessDeep.Left(strLessDeep.GetLength() - strTemp.GetLength());
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strTip = strLessDeep + _T("起点井计算所得埋设深度小于用户设定埋设深度！！");
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CString strDropWellName;
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std::map<AcDbObjectId,double>::iterator it;
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for (it = m_mapDropWell.begin(); it != m_mapDropWell.end(); it++)
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{
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strDropWellName += GlobalFunc::GetWellName((*it).first) + strTemp;
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}
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if (!strDropWellName.IsEmpty())
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{
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strDropWellName = strDropWellName.Left(strDropWellName.GetLength() - strTemp.GetLength());
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strTip += _T("\n") + strDropWellName + _T("设定跌水井标高与实际计算不符！");
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}
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if (pWnd != NULL)
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{
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pWnd->MessageBox(strTip, _T("反算校核"));
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}
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else
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{
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AfxMessageBox(strTip);
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}
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DeleteDropWell();
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m_mapDropWell.clear();
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m_vecCheckforPipe = vecCheck2;
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}
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else if (!strGreaterDeep.IsEmpty()) // 存在起点埋深大于用户设定值
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{
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if (pWnd != NULL)
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{
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if (pWnd->MessageBox(_T("是否将管网各个起点井的埋设深度提高到用户设置位置并进行自动计算"), _T("反算校核"), MB_YESNO) == IDYES)
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{
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AutoCalc(TRUE);
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// 检查用户设置的跌水井与计算结果是否一致
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CheckDropWell();
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}
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}
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else
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{
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if (AfxMessageBox(_T("是否将管网各个起点井的埋设深度提高到用户设置位置并进行自动计算"), MB_YESNO) == IDYES)
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{
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AutoCalc(TRUE);
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// 检查用户设置的跌水井与计算结果是否一致
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CheckDropWell();
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}
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}
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}
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else // 起点井埋深与用户设置一致
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{
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// 存在跌水井时
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CString strDropWellName;
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std::map<AcDbObjectId,double>::iterator it;
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for (it = m_mapDropWell.begin(); it != m_mapDropWell.end(); it++)
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{
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strDropWellName += GlobalFunc::GetWellName((*it).first) + strTemp;
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}
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if (!strDropWellName.IsEmpty())
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{
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strDropWellName = strDropWellName.Left(strDropWellName.GetLength() - strTemp.GetLength());
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if (pWnd != NULL)
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{
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pWnd->MessageBox(strDropWellName + _T("设定跌水井标高与实际计算不符，实际计算") + strDropWellName + _T("应为普通井！"), _T("反算校核"));
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}
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else
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{
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AfxMessageBox(strDropWellName + _T("设定跌水井标高与实际计算不符，实际计算") + strDropWellName + _T("应为普通井！"));
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}
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DeleteDropWell();
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m_mapDropWell.clear();
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}
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}
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}
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double ReverseElevationCalc::GetPipeEleUp2(const std::vector<CALCNODE> &data, const AcDbObjectId &idEWell)
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{
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double dRet = 0.0;
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AcDbObjectId id;
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double dDn = 0.0;
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std::vector<CALCNODE>::const_iterator it;
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for (it = data.begin(); it != data.end(); it++)
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{
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if ((*it).idS == idEWell)
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{
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dRet = (*it).dPipeEleS;
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id = (*it).idP;
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dDn = (*it).dPipeDn;
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break;
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}
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}
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if (!!id)
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{
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dRet += GetPipeDjById(id, dDn) * 0.001;
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}
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return dRet;
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}
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void ReverseElevationCalc::SortforCalcP(std::vector<CALCNODE> &vecData)
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{
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UpDatePipeSys();
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SSearchPipeList *pList = NULL;
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pList = GetFarthestSWell(m_pAllList); //获得最远起点井
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if (pList != NULL)
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{
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vecData.clear();
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std::stack<SSearchPipeList*> data;
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data.push(pList);
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while(!data.empty())
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{
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SSearchPipeList *pSWell = NULL;
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pSWell = data.top();
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data.pop();
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if ((pSWell->m_iType == 3 || pSWell->m_iType == 4) && pSWell->m_pPrevious != NULL && pSWell->m_iSpare != 2) //管段起点井
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{
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int nNum = pSWell->m_lstNode.Length();
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if (nNum == 1 || nNum == 0 || (nNum > 1 && pSWell->m_iSpare == 1))
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{
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SSearchPipeList *pPipe = pSWell->m_pPrevious;
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if (pPipe->m_iType == 0 && pPipe->m_pPrevious != NULL) //管段
|
|
{
|
|
SSearchPipeList *pEWell = pPipe->m_pPrevious;
|
|
if (pEWell->m_iType == 3 || pEWell->m_iType == 4) // 管段终点井
|
|
{
|
|
pSWell->m_iSpare = 2; //表示井处理(注意只需标注管段起点井)
|
|
|
|
if (nNum == 0) //系统起点井
|
|
{
|
|
pSWell->m_bNeedCale = TRUE; //已处理
|
|
}
|
|
|
|
std::vector<CALCNODE>::iterator it;
|
|
it = std::find_if(m_vecLstData.begin(), m_vecLstData.end(), FindFunc(pSWell->m_ID));
|
|
if (it != m_vecLstData.end())
|
|
{
|
|
vecData.push_back(*it);
|
|
}
|
|
|
|
data.push(pEWell);
|
|
}
|
|
}
|
|
}
|
|
else if (nNum > 1) //存在分支
|
|
{
|
|
data.push(pSWell);
|
|
|
|
SSearchPipeList *pTemp = GetFarthestSWell(pSWell);
|
|
if (pTemp != NULL)
|
|
{
|
|
data.push(pTemp);
|
|
}
|
|
else
|
|
{
|
|
pSWell->m_iSpare = 1; //井上所有分支已处理
|
|
}
|
|
}
|
|
}
|
|
else if (pSWell->m_lstNode.Length() > 1) // 排出端存在支路
|
|
{
|
|
SSearchPipeList *pTemp = GetFarthestSWell(pSWell);
|
|
if (pTemp != NULL)
|
|
{
|
|
data.push(pTemp);
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
|
|
void ReverseElevationCalc::SortforCalcR(std::vector<CALCNODE> &vecData)
|
|
{
|
|
if (m_pAllList != NULL)
|
|
{
|
|
vecData.clear();
|
|
std::stack<SSearchPipeList*> data;
|
|
data.push(m_pAllList);
|
|
while(!data.empty())
|
|
{
|
|
SSearchPipeList *pList = data.top();
|
|
data.pop();
|
|
if (pList != NULL && (pList->m_iType == 3 || pList->m_iType == 4))
|
|
{
|
|
for (int i = 0; i < pList->m_lstNode.Length(); i++)
|
|
{
|
|
SSearchPipeList *pEWell = pList, *pSWell = NULL, *pPipe = pList->m_lstNode[i];
|
|
if (pPipe->m_iType == 0 && pPipe->m_lstNode.Length() == 1 &&
|
|
(pSWell = pPipe->m_lstNode[0]) != NULL && (pSWell->m_iType == 3 || pSWell->m_iType == 4))
|
|
{
|
|
|
|
std::vector<CALCNODE>::iterator it;
|
|
it = std::find_if(m_vecLstData.begin(), m_vecLstData.end(), FindFunc(pSWell->m_ID));
|
|
if (it != m_vecLstData.end())
|
|
{
|
|
vecData.push_back(*it);
|
|
}
|
|
data.push(pSWell);
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
|
|
void ReverseElevationCalc::DeleteDropWell()
|
|
{
|
|
std::vector<CALCNODE>::iterator it;
|
|
for (it = m_vecLstData.begin(); it != m_vecLstData.end(); it++)
|
|
{
|
|
CALCNODE &node = *it;
|
|
if (node.bIsDropWell)
|
|
{
|
|
node.bIsDropWell = FALSE;
|
|
}
|
|
}
|
|
}
|
|
|
|
void ReverseElevationCalc::CheckDropWell()
|
|
{
|
|
CString strTip, strTemp = _T("、");
|
|
std::map<AcDbObjectId,double>::iterator it;
|
|
for (it = m_mapDropWell.begin(); it != m_mapDropWell.end(); it++)
|
|
{
|
|
std::vector<CALCNODE>::iterator it2;
|
|
it2 = std::find_if(m_vecLstData.begin(), m_vecLstData.end(), FindFunc((*it).first));
|
|
if (it2 != m_vecLstData.end())
|
|
{
|
|
if (!(*it2).bIsDropWell || ((*it2).bIsDropWell && fabs((*it).second - (*it2).dWellEleDownS) > 1e-3))
|
|
{
|
|
strTip += (*it2).strSWellName + strTemp;
|
|
}
|
|
}
|
|
}
|
|
|
|
if (!strTip.IsEmpty())
|
|
{
|
|
strTip = strTip.Left(strTip.GetLength() - strTemp.GetLength());
|
|
AfxMessageBox(strTip + _T("设定跌水井标高与实际计算不符！"));
|
|
}
|
|
}
|
|
|
|
BOOL ReverseElevationCalc::IsModifyEleforEndWell()
|
|
{
|
|
// 如果排出井连接着多跟管段，以管内底标高最小值与用户设置值比较
|
|
BOOL bRet = FALSE;
|
|
std::vector<CALCNODE>::iterator it;
|
|
std::set<double> data;
|
|
for (it = m_vecLstData.begin(); it != m_vecLstData.end(); it++)
|
|
{
|
|
CALCNODE &node = *it;
|
|
if (node.idE == m_pAllList->m_ID)
|
|
{
|
|
// 排出井可能连接多个管
|
|
data.insert(node.dPipeEleE);
|
|
}
|
|
}
|
|
|
|
if (!data.empty())
|
|
{
|
|
// 取出最小值
|
|
double dMin = *(data.begin());
|
|
if (Compare(dMin, m_dPipeEleDown) != 0)
|
|
{
|
|
bRet = TRUE;
|
|
}
|
|
}
|
|
|
|
return bRet;
|
|
}
|
|
|
|
double ReverseElevationCalc::GetPipeEleDown2(const std::vector<CALCNODE> &data, const AcDbObjectId &idEWell)
|
|
{
|
|
double dRet = 0.0;
|
|
std::vector<CALCNODE>::const_iterator it;
|
|
for (it = data.begin(); it != data.end(); it++)
|
|
{
|
|
if ((*it).idS == idEWell)
|
|
{
|
|
dRet = (*it).dPipeEleS;
|
|
break;
|
|
}
|
|
}
|
|
|
|
return dRet;
|
|
}
|
|
|
|
bool ReverseElevationCalc::isDropWell(std::vector<CALCNODE> &data, const AcDbObjectId &idSWell)
|
|
{
|
|
double dRet = 0.0;
|
|
bool bFirst = true;
|
|
bool bDorpWell = false;
|
|
std::vector<CALCNODE>::iterator it; // cet 2011.7.5 modfiy 改为非const迭代器，方便修改
|
|
for (it = data.begin(); it != data.end(); it++)
|
|
{
|
|
if ((*it).idE == idSWell)
|
|
{
|
|
if (bFirst)
|
|
{
|
|
bFirst = false;
|
|
dRet = (*it).dPipeEleE;
|
|
}
|
|
else if (fabs(dRet - (*it).dPipeEleE) > 0.0001) // 误差值
|
|
{
|
|
bDorpWell = true;
|
|
break;
|
|
}
|
|
}
|
|
}
|
|
|
|
// cet 2011.7.5 add 通过此函数判断出的跌水井可能导致计算错误，添加以下代码纠正错误
|
|
if (bDorpWell)
|
|
{
|
|
// 找出管内底标高最小值
|
|
bFirst = true;
|
|
double dPipeDn = 0.0;
|
|
AcDbObjectId idPipe;
|
|
for (it = data.begin(); it != data.end(); it++)
|
|
{
|
|
if ((*it).idE == idSWell)
|
|
{
|
|
if (bFirst)
|
|
{
|
|
bFirst = false;
|
|
dRet = (*it).dPipeEleE;
|
|
idPipe = (*it).idP;
|
|
dPipeDn = (*it).dPipeDn;
|
|
}
|
|
else if (dRet > (*it).dPipeEleE)
|
|
{
|
|
dRet = (*it).dPipeEleE;
|
|
idPipe = (*it).idP;
|
|
dPipeDn = (*it).dPipeDn;
|
|
}
|
|
}
|
|
}
|
|
|
|
if (!!idPipe)
|
|
{
|
|
// 管内顶标高
|
|
dRet += GetPipeDjById(idPipe, dPipeDn) * 0.001;
|
|
for (it = data.begin(); it != data.end(); it++)
|
|
{
|
|
if ((*it).idS == idSWell)
|
|
{
|
|
break;
|
|
}
|
|
}
|
|
|
|
// 根据管内顶平接，计算出it中管的起点管内底标高，并将值设置给起点井底标高
|
|
if (it != data.end())
|
|
{
|
|
(*it).dWellEleDownS = dRet - GetPipeDjById((*it).idP, (*it).dPipeDn) * 0.001;
|
|
}
|
|
}
|
|
|
|
}
|
|
|
|
return bDorpWell;
|
|
} |