1377 lines
42 KiB
C++
1377 lines
42 KiB
C++
#include "stdafx.h"
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#include "CalcFeedPublickDlg.h"
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#include "CalcFeedSettingDlg.h"
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#include "AcDbObjectPtr.h"
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#include "DbPipe.h"
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#include "PickEntSet.h"
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#include "DbEquipment.h"
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#include "msword8.h"
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#include "dbGridSheet.h"
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#include "CalcRoomDlg.h"
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#include"TGAs.h"
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#include "TWordFormulasTemplet.h"
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#include "XText.h"
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#ifdef _DEBUG
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#define new DEBUG_NEW
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#undef THIS_FILE
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static char THIS_FILE[] = __FILE__;
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#endif
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extern AcDbObjectId InitLayer(const TCHAR *szLayer, AcDbDatabase *pDb = NULL);
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void CalcPipeLength(SSearchPipeList *pListAll)
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{
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if (pListAll->m_iType == 0) {
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OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, CDbPipe, pPipe);
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if (pPipe) {
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pListAll->m_nLength = pPipe->Length();
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}
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OPENOBJ_END();
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}
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long len = pListAll->m_lstNode.Length();
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for (long i = 0; i < len; i++) {
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SSearchPipeList *pList = pListAll->m_lstNode[i];
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CalcPipeLength(pList);
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}
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return;
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}
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void CalcPipeLength2(SSearchPipeList *pListAll, SSearchPipeList *pListFront)
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{
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if (pListAll->m_iType == 0) {
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OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, CDbPipe, pPipe);
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if (pPipe) {
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pListAll->m_nLength = pPipe->Length();
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}
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OPENOBJ_END();
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}
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if (pListFront)
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pListAll->m_nLength += pListFront->m_nLength;
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long len = pListAll->m_lstNode.Length();
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for (long i = 0; i < len; i++) {
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SSearchPipeList *pList = pListAll->m_lstNode[i];
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pList->m_pPrevious = pListAll;
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CalcPipeLength2(pList, pListAll);
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}
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return;
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}
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BOOL DoDimSerialNumber(AcDbObjectId id, int idx)
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{
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extern TCHAR *LAY_CALC_TEXT;
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InitLayer(LAY_CALC_TEXT);
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GlobalFunc::InitTwtTextStyle(g_Option::instance().g_csTwtDimStyle);
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OPENOBJ_BEGIN(id, AcDb::kForRead, CDbPipeNode, pNode);
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if (pNode) {
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CString csText;
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csText.Format(_T("%d"), idx);
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XPoint pt = pNode->GetLocation();
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XPoint ptText;
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double nDist = GlobalFunc::DocGetPScale();
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if (GlobalFunc::IsWell(id))
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nDist = nDist * g_Option::instance().g_nWellRadius / 2; //如果标注井，距离就大些
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ads_polar(pt, PI/2, nDist, ptText);
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ads_polar(ptText, 0, nDist, ptText);
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XText text(csText, ptText, g_Option::instance().g_nTwtDimHeight * GlobalFunc::DocGetPScale(), g_Option::instance().g_nDimScale, g_Option::instance().g_csTwtDimStyle, LAY_CALC_TEXT);
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text.Draw();
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return TRUE;
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}
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OPENOBJ_END();
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return FALSE;
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}
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void DoDimPipeSerialNumber(SSearchPipeList *pListAll)
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{
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if (pListAll->m_iType == 0) {
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CString csNum1 = pListAll->m_pPrevious->m_csName;
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if (!pListAll->m_pPrevious->m_pPrevious && csNum1 == _T(""))
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csNum1 = _T("末端");
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int len2 = pListAll->m_lstNode.Length();
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CString csNum2;
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if (len2 > 0)
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csNum2 = pListAll->m_lstNode[0]->m_csName;
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if (csNum1 != _T("") && csNum2 != _T(""))
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pListAll->m_csName = csNum2 + _T("-") + csNum1;
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}
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long len = pListAll->m_lstNode.Length();
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for (long i = 0; i < len; i++) {
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SSearchPipeList *pList = pListAll->m_lstNode[i];
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DoDimPipeSerialNumber(pList);
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}
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}
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int DoSerialNumber2(SSearchPipeList *pListLast, int idx)
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{
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AcDbObjectId id = NULL;
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id = pListLast->m_ID;
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if (pListLast->m_iType == 2 || pListLast->m_iType == 1 || pListLast->m_iType == -1) {
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if (pListLast->m_csName != _T(""))
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return idx;
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pListLast->m_csName.Format(_T("%d"), idx);
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if (DoDimSerialNumber(id, idx))
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idx++;
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else
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return idx;
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}
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if (pListLast->m_pPrevious)
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idx = DoSerialNumber2(pListLast->m_pPrevious, idx);
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return idx;
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}
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BOOL GetRelationFromDnToV(DList<CTempStruct> &lstDn)
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{
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XString fullFile;
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if (!GlobalFunc::FindFile(_T("datastore.dbf"), fullFile)) {
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AfxMessageBox(_T("对不起，没有发现datastore.dbf文件！"));
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return 0;
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}
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CodeBase db;
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db.read_only = 1;
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DbfTable *pTable = db.Open(fullFile);
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if (!pTable)
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return 0;
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int nType = 0, nRowCount = 0;
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CString strName = _T(""), strValue = _T("");
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for (pTable->MoveFirst(); !pTable->IsEOF(); pTable->MoveNext())
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{
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GET_FIELD(pTable, _T("typenumber"), nType);
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if (nType == 42)
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{
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GET_FIELD(pTable, _T("typename"), strName);
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GET_FIELD(pTable, _T("typevalue"), strValue);
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int iDn = _ttoi(strName);
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double dValue = _tstof(strValue);
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CTempStruct *pData = new CTempStruct;
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pData->m_iTmp = iDn;
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pData->m_dTmp = dValue;
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lstDn.Append(pData);
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}
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}
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return TRUE;
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}
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int GetPipeDnByQ(double nQ, AcDbObjectId id, double &nLost, double &nI, double &nSpeed, BOOL bIsReCalc = FALSE)
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{
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double nLength(-1);
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int nRet(-1);
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int iMat(-1);
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OPENOBJ_BEGIN(id, AcDb::kForRead, CDbPipe, pPipe);
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if (pPipe) {
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iMat = pPipe->GetMaterial();
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nLength = pPipe->Length();
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if (bIsReCalc)
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nRet = (int)pPipe->GetDnDiameter();
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}
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OPENOBJ_END();
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CString csMat = GlobalFunc::GetPipeMaterialByIdx(iMat);
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double nCh(0); // 海澄－威廉系数
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if (csMat == _T("镀锌钢管") || csMat == _T("给水铸铁管") || csMat == _T("排水铸铁管") || csMat == _T("焊接钢管") || csMat == _T("无缝钢管"))
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nCh = 100;
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else
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nCh = 140;
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DList<int> lstSpec;
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GlobalFunc::GetPipeSpecList(lstSpec, csMat);
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// Q = 1/4 * PI * Dj * Dj * V
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nQ = nQ / 1000;
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if (bIsReCalc) //复算
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{
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double nRetDj = GlobalFunc::GetPipeDjByDn(csMat, nRet);
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nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
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if (nRetDj < 0)
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return nRet;
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nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
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nLost = nI * nLength;
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}
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else
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{
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DList<CTempStruct> lstDn;
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GetRelationFromDnToV(lstDn);
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lstDn.QuickSort(CTempStruct::SortByInt);
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// <<建筑给排水规范》2003，P35 表3.6.9
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for (int j = 0; j<lstSpec.Length(); j++) {
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int iDnTmp = *lstSpec[j];
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double nRetDj = GlobalFunc::GetPipeDjByDn(csMat, iDnTmp);
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nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
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if (nRetDj < 0)
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continue;
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nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
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nLost = nI * nLength;
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int len = lstDn.Length();
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for (int i = 0; i<len; i++)
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{
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int iTmp = lstDn[i]->m_iTmp;
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double dTmp = lstDn[i]->m_dTmp;
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dTmp += 0.001;
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if (iTmp >= iDnTmp || (iTmp == 80 && iDnTmp > 80))//if(iTmp >= iDnTmp) 2009-12-17 sr 修改。王峻发现bug，管线超过80系统就无法处理了
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{
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if (nSpeed < dTmp)
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return iDnTmp;
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break;
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}
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}
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// if(iDnTmp <= 20 && nSpeed <= 1)
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// return iDnTmp;
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// else if(iDnTmp <= 40 && iDnTmp > 20 && nSpeed <= 1.2)
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// return iDnTmp;
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// else if(iDnTmp < 80 && iDnTmp > 40 && nSpeed <= 1.5)
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// return iDnTmp;
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// else if(iDnTmp >= 80 && nSpeed <= 1.8)
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// return iDnTmp;
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}
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}
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return nRet;
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}
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CFeedPublickGrid::CFeedPublickGrid()
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{
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SetNoAppendButton();
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SetNoDefaultMenu();
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SetNoPaste();
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}
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void CFeedPublickGrid::OnCellComboString(WDGridCell&cell,CComboBox&combo)
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{
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int idx = 4;
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CDialog *pDlg =(CDialog*)GetParent();
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if(!pDlg->IsKindOf(RUNTIME_CLASS(CCalcFeedPublickDlg)))
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idx = 3;
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if(cell.GetColIndex()==idx)
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{
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combo.AddString(_T("15"));
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combo.AddString(_T("20"));
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combo.AddString(_T("25"));
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combo.AddString(_T("32"));
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combo.AddString(_T("40"));
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combo.AddString(_T("50"));
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combo.AddString(_T("70"));
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combo.AddString(_T("80"));
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combo.AddString(_T("100"));
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combo.AddString(_T("125"));
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combo.AddString(_T("150"));
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combo.AddString(_T("300"));
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combo.AddString(_T("350"));
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combo.AddString(_T("400"));
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combo.AddString(_T("500"));
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combo.AddString(_T("600"));
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combo.AddString(_T("700"));
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}
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}
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//单元内容将改变为text,返回值代表是否确定
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bool CFeedPublickGrid::OnModified(WDGridCell&cell,CString &text)
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{
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return true;
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}
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IMPLEMENT_DYNAMIC(CCalcFeedPublickDlg, CDialog)
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CCalcFeedPublickDlg::CCalcFeedPublickDlg(CWnd* pParent /*=NULL*/)
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: CDialog(CCalcFeedPublickDlg::IDD, pParent)
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{
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//{{AFX_DATA_INIT(CCalcFeedPublickDlg)
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m_dAlpha = 1.5;
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m_iArch = 2;
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m_csDn = _T("自动");
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m_csLost = _T("");
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//}}AFX_DATA_INIT
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}
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CCalcFeedPublickDlg::~CCalcFeedPublickDlg()
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{
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}
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void CCalcFeedPublickDlg::DoDataExchange(CDataExchange* pDX)
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{
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CDialog::DoDataExchange(pDX);
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//{{AFX_DATA_MAP(CCalcFeedPublickDlg)
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DDX_Control(pDX, IDC_SEARCHBTN, m_searchPipe);
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DDX_Control(pDX, IDC_LIST_CACLARCH, m_publicGrid);
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DDX_Text(pDX, IDC_EDIT_ALPH, m_dAlpha);
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DDX_CBIndex(pDX, IDC_COMBO_ARCHTYPE, m_iArch);
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DDX_CBString(pDX, IDC_COMBO_DN, m_csDn);
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DDX_Text(pDX, IDC_EDIT_ALLLOST, m_csLost);
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//}}AFX_DATA_MAP
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}
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BEGIN_MESSAGE_MAP(CCalcFeedPublickDlg, CDialog)
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//{{AFX_MSG_MAP(CCalcFeedPublickDlg)
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ON_CBN_SELCHANGE(IDC_COMBO_ARCHTYPE, OnSelchangeComboArchtype)
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ON_BN_CLICKED(IDC_BOOKBTN, OnBookbtn)
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ON_BN_CLICKED(IDC_RECACULATE, OnRecaculate)
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ON_BN_CLICKED(IDC_SEARCHBTN, OnSearchbtn)
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ON_BN_CLICKED(IDC_BUTTON_SETTING, OnButtonSetting)
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ON_BN_CLICKED(IDC_BUTTON_SHEET, OnButtonSheet)
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//}}AFX_MSG_MAP
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END_MESSAGE_MAP()
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//公共建筑给水计算 主函数
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extern TCHAR *LAY_PIPE_FEED;
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extern TCHAR *LAY_VPIPE_FEED;
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extern TCHAR *LAY_PIPE_FEED2;
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extern TCHAR *LAY_VPIPE_FEED2;
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extern TCHAR *LAY_PIPE_FEED3;
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extern TCHAR *LAY_VPIPE_FEED3;
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void CalcFeedPipeDn()
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{
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Entity entMainPipe;
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RBList rbMask(RTDXF0, _T("ATS_EQUIPMENT"), 8, _T("*"), NULL);
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RBList rbMaskPipe = ads_buildlist( -4, _T("<or"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED, -4, _T("and>"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED, -4, _T("and>"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED2, -4, _T("and>"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED2, -4, _T("and>"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED3, -4, _T("and>"),
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-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED3, -4, _T("and>"),
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-4, _T("or>"), NULL);
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if(GlobalFunc::SelectEntity(_T("\n请选择给水总干管<退出>"), entMainPipe, rbMaskPipe) != RTNORM)
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return;
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//第一步，选择总干管，并找到它之前的堵头
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AcDbObjectId idMain = NULL;
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OPENOBJ_BEGIN(entMainPipe, AcDb::kForRead, CDbPipe, pPipe);
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if(pPipe)
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{
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AcDbObjectId nodeId1(NULL), nodeId2(NULL);
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nodeId1 = pPipe->GetNode(0);
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nodeId2 = pPipe->GetNode(1);
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OPENOBJ_BEGIN(nodeId1, AcDb::kForRead, CDbPipeNode, pNode);
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if(pNode)
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{
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int num = pNode->GetInterfaceNum();
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if(num == 1)
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idMain = nodeId1;
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}
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OPENOBJ_END();
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OPENOBJ_BEGIN(nodeId2, AcDb::kForRead, CDbPipeNode, pNode);
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if(pNode)
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{
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int num = pNode->GetInterfaceNum();
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if(num == 1)
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idMain = nodeId2;
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}
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OPENOBJ_END();
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}
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OPENOBJ_END();
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if(!idMain)
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{
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AfxMessageBox(_T("没有正确选择起点干管！"));
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return;
|
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}
|
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|
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ads_name entMain;
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acdbGetAdsName(entMain, idMain);
|
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|
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SSearchPipeList *pListAll = new SSearchPipeList();
|
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PickSet ssAll(SS_FREE);
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ssAll += idMain;
|
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pListAll->m_iType = 1;
|
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if(!GlobalFunc::SearchSprinkPipeSys(entMain, NULL, pListAll, ssAll))
|
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{
|
||
AfxMessageBox(_T("系统有回路！"));
|
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delete pListAll;
|
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return;
|
||
}
|
||
|
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//第二步，搜索整个系统，计算管长，建立双向链表
|
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CalcPipeLength2(pListAll, NULL);
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|
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//第三步，标注节点
|
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int idx = 1;
|
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SSearchPipeList *pNode = GlobalFunc::GetNextDimNode2(pListAll, NULL);
|
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while(pNode)
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{
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idx = DoSerialNumber2(pNode, idx); //标注节点编号
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pNode = GlobalFunc::GetNextDimNode2(pListAll, NULL); //得到下一支路起点节点
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}
|
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DoDimPipeSerialNumber(pListAll); //标注管段编号
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CTemporaryResourceOverride over;
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CCalcFeedPublickDlg dlg;
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dlg.SetListAll(pListAll);
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if(dlg.DoModal() != IDOK)
|
||
{
|
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delete pListAll;
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return;
|
||
}
|
||
|
||
delete pListAll;
|
||
return;
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::OnOK()
|
||
{
|
||
UpdateData(TRUE);
|
||
//第三步，计算管径
|
||
CacluatePipe(0);
|
||
UpdatePublicGrid(m_listNode);
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::OnSelchangeComboArchtype()
|
||
{
|
||
UpdateData(TRUE);
|
||
// cet 2010.6.25 del
|
||
// if(m_iArch == 0)
|
||
// m_dAlpha = 1.2;
|
||
// else if(m_iArch == 1)
|
||
// m_dAlpha = 1.4;
|
||
// else if(m_iArch == 2)
|
||
// m_dAlpha = 1.5;
|
||
// else if(m_iArch == 3)
|
||
// m_dAlpha = 1.8;
|
||
// else if(m_iArch == 4)
|
||
// m_dAlpha = 2.0;
|
||
// else if(m_iArch == 5)
|
||
// m_dAlpha = 2.5;
|
||
// else if(m_iArch == 6)
|
||
// m_dAlpha = 3.0;
|
||
|
||
// cet 2010.6.25 add
|
||
if(m_iArch == 0)
|
||
m_dAlpha = 1.2;
|
||
else if(m_iArch == 1)
|
||
m_dAlpha = 1.4;
|
||
else if(m_iArch == 2)
|
||
m_dAlpha = 1.5;
|
||
else if(m_iArch == 3)
|
||
m_dAlpha = 1.6;
|
||
else if(m_iArch == 4)
|
||
m_dAlpha = 1.7;
|
||
else if(m_iArch == 5)
|
||
m_dAlpha = 1.8;
|
||
else if(m_iArch == 6)
|
||
m_dAlpha = 2.0;
|
||
else if(m_iArch == 7)
|
||
m_dAlpha = 2.2;
|
||
else if(m_iArch == 8)
|
||
m_dAlpha = 2.5;
|
||
else if(m_iArch == 9)
|
||
m_dAlpha = 3.0;
|
||
UpdateData(FALSE);
|
||
|
||
}
|
||
|
||
BOOL CCalcFeedPublickDlg::OnInitDialog()
|
||
{
|
||
CDialog::OnInitDialog();
|
||
|
||
m_publicGrid.Create(this,IDC_LIST_CACLARCH);
|
||
m_publicGrid.Refresh();
|
||
m_publicGrid.AppendCol(_T("管段名称"),60);
|
||
m_publicGrid.AppendCol(_T("管道流量L/s"),72);
|
||
m_publicGrid.AppendCol(_T("管长m"),50);
|
||
m_publicGrid.AppendCol(_T("累计当量"),60);
|
||
m_publicGrid.AppendCol(_T("标注管径"),60);
|
||
m_publicGrid.AppendCol(_T("水力坡降mH2O/m"),88);
|
||
m_publicGrid.AppendCol(_T("流速m/s"),50);
|
||
m_publicGrid.AppendCol(_T("沿程损失mH2O"),80);
|
||
|
||
m_publicGrid.GetCol(0).SetReadOnly();
|
||
m_publicGrid.GetCol(1).SetReadOnly();
|
||
m_publicGrid.GetCol(2).SetReadOnly();
|
||
m_publicGrid.GetCol(3).SetReadOnly();
|
||
m_publicGrid.GetCol(4).SetComboSel();
|
||
m_publicGrid.GetCol(5).SetReadOnly();
|
||
m_publicGrid.GetCol(6).SetReadOnly();
|
||
m_publicGrid.GetCol(7).SetReadOnly();
|
||
|
||
m_publicGrid.GetCol(4).SetTextColor(RGB(255,0,0));
|
||
m_publicGrid.GetCol(5).SetTextColor(RGB(0,0,255));
|
||
m_publicGrid.GetCol(6).SetTextColor(RGB(0,0,255));
|
||
m_publicGrid.GetCol(7).SetTextColor(RGB(0,0,255));
|
||
|
||
|
||
|
||
m_bitSearchPipe.LoadBitmap(IDB_SEARCHPIPE);
|
||
m_searchPipe.SetBitmap((HBITMAP)m_bitSearchPipe);
|
||
CacluatePipe(1);
|
||
UpdatePublicGrid(m_listNode,FALSE);
|
||
return TRUE;
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::SetObjectID(AcDbObjectId id)
|
||
{
|
||
m_id = id;
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::DoDimFeedPipeDn(SSearchPipeList *pListAll, double nA, int iMode)
|
||
{
|
||
AcDbObjectId id = NULL;
|
||
id = pListAll->m_ID;
|
||
pListAll->m_iNum = 0;
|
||
|
||
double nDang(0), dRateQ(0);
|
||
if(pListAll->m_iType == -1)
|
||
{
|
||
AcDbObjectId id = pListAll->m_ID;
|
||
OPENOBJ_BEGIN(id, AcDb::kForRead, CDbEquipment, pEquip);
|
||
if(pEquip){
|
||
nDang = pEquip->GetDang();
|
||
dRateQ = pEquip->GetSpare();
|
||
AcDbObjectId idBlk = pEquip->GetBlock2d();
|
||
CString csBlkName = GlobalFunc::GetBlkNameById(idBlk);
|
||
CString csSysName = pEquip->GetSysBlock();
|
||
if(_tcsicmp(_T("$TWTSYS$00000290"), csBlkName) == 0 || //大便器自闭式冲洗阀
|
||
_tcsicmp(_T("$TWTSYS$00000291"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000292"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000293"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000502"), csBlkName) == 0 || //大便器感应式冲洗阀
|
||
_tcsicmp(_T("$TWTSYS$00000503"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000504"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000505"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000430"), csBlkName) == 0 || //脚踏式大便器 sr 2009-8-22 add
|
||
_tcsicmp(_T("$TWTSYS$00000431"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000432"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$TWTSYS$00000433"), csBlkName) == 0 ||
|
||
_tcsicmp(_T("$ATTACHMENT$00000132"), csBlkName) == 0 || // cet 2010.11.26 add 延时自闭冲洗阀
|
||
_tcsicmp(_T("$ATTACHMENT$00000131"), csBlkName) == 0 || // cet 2010.11.26 add 延时自闭冲洗阀
|
||
_tcsicmp(_T("TWTSYS(00000502)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000503)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000504)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000505)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000430)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000431)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000432)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000433)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000290)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000291)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000292)"), csSysName) == 0 ||
|
||
_tcsicmp(_T("TWTSYS(00000293)"), csSysName) == 0 )
|
||
{ //大便器自闭式冲洗阀
|
||
if(nDang > 5)
|
||
{
|
||
pListAll->m_bNeedCale = TRUE; //临时存一下
|
||
nDang = 0.5; //大便器自闭式冲洗阀，当量按0.5
|
||
}
|
||
}
|
||
else if(_tcsicmp(_T("$TWTSYS$00000132"), csBlkName) == 0 && pEquip->GetPipeLength() < 0)
|
||
pListAll->m_bNeedCale = TRUE; //给水原理图，【修改当量】设置有自闭式冲洗阀
|
||
}
|
||
OPENOBJ_END();
|
||
pListAll->m_nDang = nDang;
|
||
pListAll->m_nSpare = dRateQ;
|
||
pListAll->m_nStartPress = dRateQ;
|
||
}
|
||
ads_name ent;
|
||
acdbGetAdsName(ent, id);
|
||
long len = pListAll->m_lstNode.Length();
|
||
// double dSumDang = pListAll->m_nDang;
|
||
for(long i=0;i<len;i++)
|
||
{
|
||
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
||
pList->m_pPrevious = pListAll;
|
||
DoDimFeedPipeDn(pList, nA, iMode);
|
||
pListAll->m_nDang += pList->m_nDang;
|
||
if(pList->m_nStartPress > pListAll->m_nStartPress) //记录本管段最大额定流量
|
||
pListAll->m_nStartPress = pList->m_nStartPress;
|
||
pListAll->m_nSpare += pList->m_nSpare; //记录本管道总额定流量
|
||
if(pList->m_bNeedCale)//如果下面节点有大便器自闭式冲洗阀，则本节点流量也加1.1
|
||
pListAll->m_bNeedCale = TRUE;
|
||
}
|
||
// pListAll->m_nDang = dSumDang;
|
||
|
||
double nQ = 0.2 * nA * sqrt(pListAll->m_nDang);
|
||
//《建筑给水排水设计规范》2003 3.6.5 2006,10,30 sr 改为规范计算
|
||
if(pListAll->m_bNeedCale)
|
||
// nQ += 1.1; // cet 2010.6.28 del
|
||
nQ += 1.2; // cet 2010.6.28 add
|
||
// 大便器延时自闭冲洗阀的给水管段，大便器延时自闭冲洗阀的给水当量均以0.5计，计算得到的 附加1.10L/s的流量后，为该管段的给水设计秒流量。
|
||
if(nQ > pListAll->m_nSpare)
|
||
nQ = pListAll->m_nSpare;
|
||
//如计算值大于该管段上按卫生器具给水额定流量累加所得流量值时，应按卫生器具给水额定流量累加所得流量值采用。
|
||
if(nQ < pListAll->m_nStartPress)
|
||
nQ = pListAll->m_nStartPress;
|
||
//如计算值小于该管段上一个最大卫生器具给水额定流量时，应采用一个最大的卫生器具给水额定流量作为设计秒流量。
|
||
|
||
|
||
pListAll->m_nPipeQ = nQ;
|
||
if(pListAll->m_iType != 0 || pListAll->m_nPipeQ < 0.001)
|
||
return;
|
||
double nLost(-1), nI(-1), nSpeed(0);
|
||
int iDn(0);
|
||
if(iMode == 0){
|
||
iDn = GetPipeDnByQ(nQ, pListAll->m_ID, nLost, nI, nSpeed);
|
||
//2009-4-1 末端管径究竟是50（按及时）还是给一个小管径，这个用户有分歧，做成可以设置的。
|
||
if(m_csDn != _T("自动"))
|
||
{
|
||
double dDn = _tstof(m_csDn);
|
||
if(len == 1 && pListAll->m_bNeedCale){
|
||
SSearchPipeList *pList = pListAll->m_lstNode[0];
|
||
if(pList->m_lstNode.Length() == 0)
|
||
iDn = (int)dDn;
|
||
if(iDn != 50)
|
||
GetPipeVIByDn(nQ, pListAll->m_ID, iDn, nLost, nI, nSpeed);
|
||
}
|
||
}
|
||
//大便器延时自闭冲洗阀 末端尽管流量很大，也不能用50的管径，一般末端用25, 倒数第二段用32 sr modify 2006-5-16 出自天津院
|
||
// if(len == 1 && iDn == 50 && pListAll->m_bNeedCale){
|
||
// SSearchPipeList *pList = pListAll->m_lstNode[0];
|
||
// if(pList->m_lstNode.Length() == 0)
|
||
// iDn = 25;
|
||
// else if(pList->m_lstNode.Length() == 1){
|
||
// SSearchPipeList *pList2 = pList->m_lstNode[0];
|
||
// if(pList2->m_lstNode.Length() == 1){
|
||
// SSearchPipeList *pList3 = pList2->m_lstNode[0];
|
||
// if(pList3->m_lstNode.Length() == 0)
|
||
// iDn = 32;
|
||
// }
|
||
// }
|
||
// if(iDn != 50)
|
||
// GetPipeVIByDn(nQ, pListAll->m_ID, iDn, nLost, nI, nSpeed);
|
||
// }
|
||
}
|
||
else{
|
||
CString csMat;
|
||
double nLength(1);
|
||
OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, CDbPipe, pPipe);
|
||
if(pPipe){
|
||
iDn = (int)pPipe->GetDnDiameter();
|
||
csMat = GlobalFunc::GetPipeMaterialByIdx(pPipe->GetMaterial());
|
||
// nLength = pPipe->Length() / 1000;
|
||
nLength = pPipe->Length();
|
||
}
|
||
OPENOBJ_END();
|
||
double nCh(140); // 海澄－威廉系数
|
||
if(csMat == _T("镀锌钢管") || csMat == _T("给水铸铁管") || csMat == _T("排水铸铁管") || csMat == _T("焊接钢管") || csMat == _T("无缝钢管"))
|
||
nCh = 100;
|
||
else
|
||
nCh = 140;
|
||
|
||
double nRetDj = GlobalFunc::GetPipeDjByDn(csMat, iDn);
|
||
nQ = nQ /1000;
|
||
nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
|
||
nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
|
||
nLost = nI * nLength;
|
||
}
|
||
|
||
pListAll->m_nLost = nLost;
|
||
pListAll->m_nI = nI;
|
||
pListAll->m_iDn = iDn;
|
||
pListAll->m_nV = nSpeed;
|
||
|
||
GlobalFunc::DoDimPipeDn(ent, iDn, _T("自动"), g_Option::instance().g_nPipeDnHeight, FALSE, FALSE);
|
||
}
|
||
|
||
//得到最不利节点
|
||
SSearchPipeList* CCalcFeedPublickDlg::GetFeedDisadvantageNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage)
|
||
{
|
||
AcDbObjectId id = NULL;
|
||
id = pListAll->m_ID;
|
||
double nCurPipeLength(0);
|
||
nCurPipeLength = pListAll->m_nLength;
|
||
if(GlobalFunc::IsEquipment(id)){
|
||
if(!pDisadvantage || (pDisadvantage && nCurPipeLength > pDisadvantage->m_nLength))
|
||
pDisadvantage = pListAll;
|
||
}
|
||
int len = pListAll->m_lstNode.Length();
|
||
for(long i=0;i<len;i++){
|
||
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
||
pDisadvantage = GetFeedDisadvantageNode(pList, pDisadvantage);
|
||
}
|
||
return pDisadvantage;
|
||
}
|
||
|
||
//计算总的沿程水头损失
|
||
void CCalcFeedPublickDlg::DoCalcFeedWaterLost(SSearchPipeList *pDisadvantage, double &dAllLostRet)
|
||
{
|
||
double nAllLost(-1);
|
||
nAllLost = pDisadvantage->m_nLost;
|
||
if(pDisadvantage->m_pPrevious)
|
||
{
|
||
// pDisadvantage->m_pPrevious->m_nLost += nAllLost;
|
||
if(pDisadvantage->m_iType == 0)
|
||
dAllLostRet += nAllLost;
|
||
DoCalcFeedWaterLost(pDisadvantage->m_pPrevious, dAllLostRet);
|
||
}
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::OnBookbtn()
|
||
{
|
||
//出计算书
|
||
ImportFeedCalcWord(m_listNode, m_csArch, m_dAlpha);
|
||
}
|
||
|
||
//输出计算书函数
|
||
void CCalcFeedPublickDlg::ImportFeedCalcWord(DList<SSearchPipeList> &lstNode,
|
||
const TCHAR* szArch, double nA)
|
||
{
|
||
if (m_pListAll == NULL)
|
||
return;
|
||
|
||
int len = lstNode.Length();
|
||
if(len < 1)
|
||
{
|
||
MessageBox(_T("请先计算!"));
|
||
return;
|
||
}
|
||
//初始化
|
||
COleVariant vtOptional((long)DISP_E_PARAMNOTFOUND,VT_ERROR), vtTrue((short)TRUE), vtFalse((short)FALSE);
|
||
_Application wordApplication;
|
||
Documents wordDocuments;
|
||
_Document activeDocument;
|
||
Paragraphs wordParagraphs;
|
||
Selection wordSelection;
|
||
|
||
if (!wordApplication.CreateDispatch(_T("Word.Application")))
|
||
{
|
||
AfxMessageBox(_T("不能执行Microsoft Word 8.0!"));
|
||
return;
|
||
}
|
||
|
||
// cet 2010.6.28 add 打开公式模板
|
||
TWordFormulasTemplet wdFormula;
|
||
CString sPathName = GlobalFunc::GetSysDir();
|
||
sPathName += _T("formula.doc");
|
||
if (!wdFormula.OpenWordFormulasTempletFile(sPathName))
|
||
{
|
||
return;
|
||
}
|
||
|
||
wordApplication.SetVisible(TRUE);
|
||
wordDocuments = wordApplication.GetDocuments();
|
||
activeDocument = wordDocuments.Add(vtOptional,vtOptional);
|
||
|
||
|
||
//写一行字
|
||
wordSelection = wordApplication.GetSelection();
|
||
wordParagraphs = wordSelection.GetParagraphs();
|
||
wordParagraphs.SetAlignment(0); // 0: 居左 1：居中 2：居右
|
||
wordSelection.TypeText(_T("采用当量法计算\n"));
|
||
|
||
// cet 2010.6.28 add
|
||
_Font font;
|
||
font = wordSelection.GetFont();
|
||
|
||
// wordSelection.TypeText(_T("计算原理参照《建筑给水排水设计规范GB50015-2003》，采用公共建筑采用当量法 \n")); // cet 2010.6.28 del
|
||
wordSelection.TypeText(_T("计算原理参照《建筑给水排水设计规范GB50015-2003》（2009年版），采用公共建筑采用当量法 \n")); // cet 2010.6.28 add
|
||
wordSelection.TypeText(_T("基本计算公式 \n"));
|
||
// wordSelection.TypeText(_T("Q = 0.2 × SQRT(Ng) × α\n")); // cet 2010.6.28 del
|
||
// cet 2010.6.28 add
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(4, wordSelection);
|
||
|
||
wordSelection.TypeText(_T("\n式中：\n"));
|
||
// cet 2010.6.28 del
|
||
// wordSelection.TypeText(_T("Q-计算管段的给水设计秒流量（L/s） \n"));
|
||
// wordSelection.TypeText(_T("Ng-计算管段的卫生器具给水当量总数 \n"));
|
||
|
||
// cet 2010.6.28 add
|
||
wordSelection.TypeText(_T(" q"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("g"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T("-计算管段的给水设计秒流量（L/s） \n"));
|
||
wordSelection.TypeText(_T(" N"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("g"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T("-计算管段的卫生器具给水当量总数 \n"));
|
||
|
||
wordSelection.TypeText(XString(_T(" α-根据建筑物用途而定的系数：%.1f \n"), nA));
|
||
wordSelection.TypeText(XString(_T(" 建筑类型：%s\n"), szArch));
|
||
// wordSelection.TypeText(XString(_T("末端压力：%.3f MPa\n"), nPress));
|
||
// wordSelection.TypeText(XString(_T("局部损失系数：%.0f ％\n"), nFactor));
|
||
|
||
wordSelection.TypeText(_T("计算结果：\n"));
|
||
// wordSelection.TypeText(XString(_T("沿程损失：%.3f MPa\n"), nLost));
|
||
// wordSelection.TypeText(XString(_T("起点压力：%.3f MPa\n"), nStartPress));
|
||
|
||
Selection wSelection2 = wordApplication.GetSelection();
|
||
wSelection2.TypeParagraph();
|
||
|
||
//画表格
|
||
int rows(len+1), columns(9);
|
||
|
||
Selection wSelection = wordApplication.GetSelection();
|
||
Range oRange = wSelection.GetRange();
|
||
Tables oTables = activeDocument.GetTables();
|
||
_Table oTable = oTables.Add(oRange, rows, columns);
|
||
// cet 2010.3.25 add
|
||
Borders oBorders = oTable.GetBorders();
|
||
oBorders.SetInsideLineStyle(1); // 设置表格线型
|
||
oBorders.SetOutsideLineStyle(1);
|
||
|
||
Columns oColumns;
|
||
Column oColumn;
|
||
oColumns = oTable.GetColumns();
|
||
oColumn = oColumns.Item(1);
|
||
oColumn.SetWidth(40, 0); // 0 = wdAdjustNone
|
||
oColumn = oColumns.Item(2);
|
||
oColumn.SetWidth(50, 0);
|
||
oColumn = oColumns.Item(3);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(4);
|
||
oColumn.SetWidth(55, 0);
|
||
oColumn = oColumns.Item(5);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(6);
|
||
oColumn.SetWidth(60, 0);
|
||
oColumn = oColumns.Item(7);
|
||
oColumn.SetWidth(50, 0);
|
||
oColumn = oColumns.Item(8);
|
||
oColumn.SetWidth(55, 0);
|
||
oColumn = oColumns.Item(9);
|
||
oColumn.SetWidth(60, 0);
|
||
|
||
|
||
Cell oCell;
|
||
oCell = oTable.Cell(1, 1);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("管段名称"));
|
||
|
||
|
||
oCell = oTable.Cell(1, 2);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("管道流量L/s"));
|
||
|
||
oCell = oTable.Cell(1, 3);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("管长m"));
|
||
|
||
oCell = oTable.Cell(1, 4);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("累计当量"));
|
||
|
||
oCell = oTable.Cell(1, 5);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("标注管径"));
|
||
|
||
oCell = oTable.Cell(1, 6);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("水力坡降mH2O/m"));
|
||
|
||
oCell = oTable.Cell(1, 7);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("流速m/s"));
|
||
|
||
oCell = oTable.Cell(1, 8);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("沿程损失mH2O"));
|
||
|
||
oCell = oTable.Cell(1, 9);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("管材"));
|
||
|
||
|
||
for(int i=0; i<len; i++){
|
||
CString csTmp;
|
||
oCell = oTable.Cell(i+2, 1); //管段名称
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(lstNode[i]->m_csName);
|
||
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nPipeQ);
|
||
oCell = oTable.Cell(i+2, 2); //管道流量L/s
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLength);
|
||
oCell = oTable.Cell(i+2, 3); //管长m
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nDang);
|
||
oCell = oTable.Cell(i+2, 4); //当量长度m
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%d"), lstNode[i]->m_iDn);
|
||
oCell = oTable.Cell(i+2, 5); //管径mm
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%.3f"), lstNode[i]->m_nI);
|
||
oCell = oTable.Cell(i+2, 6); //水力坡降mH2O/m
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nV);
|
||
oCell = oTable.Cell(i+2, 7); //流速m/s
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLost);
|
||
oCell = oTable.Cell(i+2, 8); //损失mH2O
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csTmp);
|
||
|
||
int iMat(0);
|
||
OPENOBJ_BEGIN(lstNode[i]->m_ID, AcDb::kForRead, CDbPipe, pPipe);
|
||
if(pPipe){
|
||
iMat = pPipe->GetMaterial();
|
||
}
|
||
OPENOBJ_END();
|
||
|
||
CString csMat = GlobalFunc::GetPipeMaterialByIdx(iMat);
|
||
oCell = oTable.Cell(i+2, 9); //管材
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(csMat);
|
||
|
||
}
|
||
|
||
COleVariant vtOptional2((long)DISP_E_PARAMNOTFOUND,VT_ERROR);
|
||
wordSelection = wordApplication.GetSelection();
|
||
wordSelection.GoTo(COleVariant((short)3), // 3 = wdGoToLine
|
||
COleVariant((short)-1),vtOptional2,vtOptional2); // -1 = wdGoToLast
|
||
|
||
wSelection = wordApplication.GetSelection();
|
||
wSelection.TypeParagraph();
|
||
wdFormula.CloseFile(); // cet 2010.6.28 add
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::GetPipeVIByDn(double nQ, AcDbObjectId id, int iDn, double &nLost, double &nI, double &nSpeed)
|
||
{
|
||
double nLength(-1);
|
||
int nRet(-1);
|
||
int iMat(-1);
|
||
OPENOBJ_BEGIN(id, AcDb::kForRead, CDbPipe, pPipe);
|
||
if(pPipe){
|
||
iMat = pPipe->GetMaterial();
|
||
// nLength = pPipe->Length() / 1000;
|
||
nLength = pPipe->Length();
|
||
}
|
||
OPENOBJ_END();
|
||
CString csMat = GlobalFunc::GetPipeMaterialByIdx(iMat);
|
||
double nCh(0); // 海澄－威廉系数
|
||
if(csMat == _T("镀锌钢管") || csMat == _T("给水铸铁管") || csMat == _T("排水铸铁管") || csMat == _T("焊接钢管") || csMat == _T("无缝钢管"))
|
||
nCh = 100;
|
||
else
|
||
nCh = 140;
|
||
// Q = 1/4 * PI * Dj * Dj * V
|
||
nQ = nQ / 1000;
|
||
double nRetDj = GlobalFunc::GetPipeDjByDn(csMat, iDn);
|
||
nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
|
||
nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
|
||
nLost = nI * nLength;
|
||
}
|
||
|
||
//得到下一个导出WORD节点 根据节点计算顺序排序
|
||
SSearchPipeList *CCalcFeedPublickDlg::GetNextExportNode2(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage,std::map<CString,int> mapLable)
|
||
{
|
||
if (mapLable.find(pListAll->m_csName) == mapLable.end())
|
||
{
|
||
CString csName = pListAll->m_csName;
|
||
int idx = csName.Find(_T("-"));
|
||
CString csFront;
|
||
if(idx > -1)
|
||
{
|
||
csFront = csName.Left(idx);
|
||
int iFront = _ttoi(csFront);
|
||
if(!pDisadvantage)
|
||
pDisadvantage = pListAll;
|
||
else
|
||
{
|
||
csName = pDisadvantage->m_csName;
|
||
idx = csName.Find(_T("-"));
|
||
csFront = csName.Left(idx);
|
||
if(iFront < _ttoi(csFront))
|
||
pDisadvantage = pListAll;
|
||
}
|
||
}
|
||
}
|
||
|
||
int len = pListAll->m_lstNode.Length();
|
||
for(long i=0;i<len;i++)
|
||
{
|
||
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
||
pDisadvantage = GetNextExportNode2(pList, pDisadvantage,mapLable);
|
||
}
|
||
return pDisadvantage;
|
||
}
|
||
|
||
//计算 nMode = 0 初算 1 复算
|
||
void CCalcFeedPublickDlg::CacluatePipe(int nMode)
|
||
{
|
||
UpdateData();
|
||
//更新管径
|
||
UpdatePipeRadius();
|
||
// cet 2010.6.25 del
|
||
// if(m_iArch == 0)
|
||
// m_csArch = _T("幼儿园、托儿所、养老院");
|
||
// else if(m_iArch == 1)
|
||
// m_csArch = _T("门诊部、诊疗所");
|
||
// else if(m_iArch == 2)
|
||
// m_csArch = _T("办公楼、商场");
|
||
// else if(m_iArch == 3)
|
||
// m_csArch = _T("学校");
|
||
// else if(m_iArch == 4)
|
||
// m_csArch = _T("医院、疗养院、休养所");
|
||
// else if(m_iArch == 5)
|
||
// m_csArch = _T("集体宿舍、旅馆、招待所、宾馆");
|
||
// else if(m_iArch == 6)
|
||
// m_csArch = _T("客运站、会展中心、公共厕所");
|
||
|
||
// cet 2010.6.25 add
|
||
if(m_iArch == 0)
|
||
m_csArch = _T("幼儿园、托儿所、养老院");
|
||
else if(m_iArch == 1)
|
||
m_csArch = _T("门诊部、诊疗所");
|
||
else if(m_iArch == 2)
|
||
m_csArch = _T("办公楼、商场");
|
||
else if(m_iArch == 3)
|
||
m_csArch = _T("图书馆");
|
||
else if(m_iArch == 4)
|
||
m_csArch = _T("书店");
|
||
else if(m_iArch == 5)
|
||
m_csArch = _T("学校");
|
||
else if(m_iArch == 6)
|
||
m_csArch = _T("医院、疗养院、休养所");
|
||
else if(m_iArch == 7)
|
||
m_csArch = _T("酒店式公寓");
|
||
else if(m_iArch == 8)
|
||
m_csArch = _T("宿舍（Ⅰ、Ⅱ类）、旅馆、招待所、宾馆");
|
||
else if(m_iArch == 9)
|
||
m_csArch = _T("客运站、航站楼、会展中心、公共厕所");;
|
||
|
||
//计算
|
||
ResetList(m_pListAll);
|
||
m_listNode.Reset();
|
||
DoDimFeedPipeDn(m_pListAll, m_dAlpha, nMode);
|
||
|
||
GlobalFunc::UpdateMultDim();
|
||
double dAllLost(0);
|
||
CalcPipeLength2(m_pListAll, NULL);
|
||
SSearchPipeList *pDisadvantage = NULL;
|
||
pDisadvantage = GetFeedDisadvantageNode(m_pListAll, NULL);
|
||
if(pDisadvantage != NULL)
|
||
DoCalcFeedWaterLost(pDisadvantage, dAllLost);
|
||
CalcPipeLength(m_pListAll);
|
||
m_csLost.Format(_T("%.2f"), dAllLost);
|
||
UpdateData(FALSE);
|
||
|
||
std::map<CString,int> mapLable;
|
||
SSearchPipeList *pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
|
||
int i = 0;
|
||
CString sText;
|
||
while(pNode)
|
||
{
|
||
SSearchPipeList *pNodeNew = new SSearchPipeList();
|
||
pNodeNew->m_ID = pNode->m_ID;
|
||
pNodeNew->m_iDn = pNode->m_iDn;
|
||
pNodeNew->m_csName = pNode->m_csName;
|
||
pNodeNew->m_nLength = pNode->m_nLength;
|
||
pNodeNew->m_nPipeQ = pNode->m_nPipeQ;
|
||
pNodeNew->m_nDang = pNode->m_nDang;
|
||
pNodeNew->m_nStartPress = pNode->m_nStartPress;
|
||
pNodeNew->m_nI = pNode->m_nI;
|
||
pNodeNew->m_nV = pNode->m_nV;
|
||
pNodeNew->m_nLost = pNode->m_nLost;
|
||
|
||
//更新数据结构管径的值
|
||
if (m_publicGrid.GetRowNum() > 0)
|
||
{
|
||
OPENOBJ_BEGIN(pNodeNew->m_ID, AcDb::kForWrite, CDbPipe, pPipe);
|
||
if(pPipe)
|
||
{
|
||
sText = m_publicGrid.GetCell(i,4).GetText();
|
||
if (nMode == 1)
|
||
pNodeNew->m_iDn = _ttoi(sText);
|
||
}
|
||
OPENOBJ_END();
|
||
i++;
|
||
}
|
||
m_listNode.Append(pNodeNew);
|
||
mapLable[pNode->m_csName] = 0;
|
||
pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
|
||
}
|
||
}
|
||
|
||
//显示表中的类容 bshowre = TRUE 显示计算结果 否则不显示计算结果
|
||
void CCalcFeedPublickDlg::UpdatePublicGrid(DList<SSearchPipeList> &lstNode,BOOL bShowRe)
|
||
{
|
||
m_publicGrid.Clear();
|
||
CString csTmp;
|
||
|
||
int nLen = lstNode.Length();
|
||
while (m_arId.length() > 0)
|
||
{
|
||
m_arId.removeAt(0);
|
||
}
|
||
|
||
for (int i = 0; i < nLen; ++i)
|
||
{
|
||
m_publicGrid.AppendRow();
|
||
m_publicGrid.GetCell(i,0).SetText(lstNode[i]->m_csName);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nPipeQ);
|
||
m_publicGrid.GetCell(i,1).SetText(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLength);
|
||
m_publicGrid.GetCell(i,2).SetText(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nDang);
|
||
m_publicGrid.GetCell(i,3).SetText(csTmp);
|
||
|
||
csTmp.Format(_T("%d"), lstNode[i]->m_iDn);
|
||
m_publicGrid.GetCell(i,4).SetText(csTmp);
|
||
if (bShowRe)
|
||
{
|
||
csTmp.Format(_T("%.3f"), lstNode[i]->m_nI);
|
||
m_publicGrid.GetCell(i,5).SetText(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nV);
|
||
m_publicGrid.GetCell(i,6).SetText(csTmp);
|
||
|
||
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLost);
|
||
m_publicGrid.GetCell(i,7).SetText(csTmp);
|
||
}
|
||
|
||
m_arId.append(lstNode[i]->m_ID);
|
||
}
|
||
}
|
||
|
||
//更新管径
|
||
void CCalcFeedPublickDlg::UpdatePipeRadius()
|
||
{
|
||
CString sText;
|
||
int nLen = m_arId.length();
|
||
for (int i = 0; i < nLen; ++i)
|
||
{
|
||
OPENOBJ_BEGIN(m_arId.at(i), AcDb::kForWrite, CDbPipe, pPipe);
|
||
if(pPipe)
|
||
{
|
||
sText = m_publicGrid.GetCell(i,4).GetText();
|
||
pPipe->SetDnDiameter(_ttoi(sText));
|
||
}
|
||
OPENOBJ_END();
|
||
}
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::SetListAll(SSearchPipeList *pListAll)
|
||
{
|
||
m_pListAll = pListAll;
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::ResetList(SSearchPipeList *pListAll)
|
||
{
|
||
pListAll->m_nDang = 0;
|
||
pListAll->m_nLost = 0;
|
||
pListAll->m_nLength = 0;
|
||
pListAll->m_nI = 0;
|
||
pListAll->m_nPipeQ = 0;
|
||
pListAll->m_nStartPress = 0;
|
||
pListAll->m_nV = 0;
|
||
pListAll->m_nSpare = 0;
|
||
|
||
long len = pListAll->m_lstNode.Length();
|
||
for(long i=0;i<len;i++)
|
||
{
|
||
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
||
ResetList(pList);
|
||
}
|
||
}
|
||
|
||
//复算
|
||
void CCalcFeedPublickDlg::OnRecaculate()
|
||
{
|
||
CacluatePipe(1);
|
||
UpdatePublicGrid(m_listNode);
|
||
}
|
||
|
||
//找到所选择的管子
|
||
void CCalcFeedPublickDlg::OnSearchbtn()
|
||
{
|
||
if (m_pListAll == NULL)
|
||
return;
|
||
|
||
std::map<CString,int> mapLable;
|
||
SSearchPipeList *pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
|
||
int i = 0;
|
||
int nSelR = m_publicGrid.GetCurRowIndex();
|
||
if (nSelR < 0)
|
||
{
|
||
AfxMessageBox(_T("请选择一行!"));
|
||
return;
|
||
}
|
||
|
||
CString sText;
|
||
AcDbObjectId id;
|
||
|
||
while(pNode)
|
||
{
|
||
id = pNode->m_ID;
|
||
if (i == nSelR)
|
||
{
|
||
OPENOBJ_BEGIN(id, AcDb::kForRead, CDbPipe, pPipe);
|
||
if(pPipe)
|
||
{
|
||
XPoint ptCen, p1, p2, p3, p4;
|
||
ptCen = pPipe->MidPoint();
|
||
double nDist = pPipe->Length()*2000;
|
||
GlobalFunc::ArxZoomTo(ptCen, nDist, nDist);
|
||
ads_polar(ptCen, 0, nDist/5, p1);
|
||
ads_polar(p1, PI/2, nDist/5, p1);
|
||
ads_polar(ptCen, PI, nDist/5, p2);
|
||
ads_polar(p2, PI/2, -nDist/5, p2);
|
||
ads_grdraw(p1, p2, 2, 0);
|
||
ads_polar(ptCen, PI/2, nDist/5, p3);
|
||
ads_polar(p3, PI, nDist/5, p3);
|
||
ads_polar(ptCen, PI/2, -nDist/5, p4);
|
||
ads_polar(p4, 0, nDist/5, p4);
|
||
ads_grdraw(p3, p4, 2, 0);
|
||
}
|
||
OPENOBJ_END();
|
||
}
|
||
mapLable[pNode->m_csName] = 0;//防止循环退不出去
|
||
pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
|
||
|
||
i++;
|
||
}
|
||
|
||
GlobalFunc::HideDialog(this, TRUE);
|
||
TCHAR szTmp[256];
|
||
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
|
||
GlobalFunc::HideDialog(this, FALSE);
|
||
}
|
||
|
||
|
||
void CCalcFeedPublickDlg::OnButtonSetting()
|
||
{
|
||
CTemporaryResourceOverride vTemp;
|
||
CCalcFeedSettingDlg dlg;
|
||
dlg.DoModal();
|
||
}
|
||
|
||
void CCalcFeedPublickDlg::OnButtonSheet()
|
||
{
|
||
UpdateData(TRUE);
|
||
GlobalFunc::HideDialog(this, TRUE);
|
||
XPoint pt;
|
||
if(acedGetPoint(NULL, _T("\n点取表格左上角位置:<返回>"), pt) != RTNORM)
|
||
{
|
||
GlobalFunc::HideDialog(this, FALSE);
|
||
return;
|
||
}
|
||
|
||
double nTextSize = g_Option::instance().g_nSheetHeight;
|
||
double nTableHeight = g_Option::instance().g_nSheetHeight+2;
|
||
|
||
AcDbObjectId idTextStyle=GlobalFunc::InitTwtTextStyle(g_Option::instance().g_csSheetStyle);
|
||
CDbSheet *pSheet = new CDbSheet;
|
||
|
||
GridStyle gridStyle;
|
||
gridStyle.SetOverrideAll(TRUE);
|
||
gridStyle.SetTextHeight(nTextSize);
|
||
gridStyle.SetTextStyleId(idTextStyle);
|
||
|
||
SheetTitle &title=pSheet->GetTitle();
|
||
title.SetHeight(nTextSize);
|
||
title.SetText(_T("公共建筑给水计算表"));
|
||
|
||
GridStyle &gridStyle2=title.GetGridStyle();
|
||
gridStyle2.SetTextHeight(nTextSize);
|
||
gridStyle2.SetTextStyleId(idTextStyle);
|
||
|
||
DividerStyle &style=title.GetDividerStyle();
|
||
style.SetDividerFlag(DividerStyle::kNone);
|
||
|
||
gridStyle.SetHorMode(AcDb::kTextCenter);
|
||
gridStyle.SetVerMode(AcDb::kTextVertMid);
|
||
gridStyle.SetLineSpaceFactor(0.2);
|
||
gridStyle.SetTextWrap(FALSE);
|
||
pSheet->SetGridStyle(gridStyle);
|
||
pSheet->SetRowHeight(nTableHeight);
|
||
pSheet->SetLayoutRotation(GlobalFunc::Ucs2Wcs(0.0));
|
||
pSheet->SetLocation(GlobalFunc::Ucs2Wcs(pt));
|
||
int nAllRow = (int)m_publicGrid.GetRowNum();
|
||
pSheet->InitSheet(nAllRow + 1, 8, nTableHeight, 50);
|
||
|
||
DividerStyle &styleBorder = pSheet->GetBorderStyle();
|
||
styleBorder.SetLineWidth(0.2);
|
||
SheetRow *pRow = pSheet->GetRow(0);
|
||
if (pRow != NULL)
|
||
{
|
||
DividerStyle &styleRow = pRow->GetDividerStyle();
|
||
styleRow.SetLineWidth(0.2);
|
||
styleRow.SetDividerFlag(DividerStyle::kLocal);
|
||
}
|
||
|
||
pSheet->SetLocation(GlobalFunc::Ucs2Wcs(pt));
|
||
XPoint ptex = pSheet->GetExtents(FALSE);
|
||
|
||
SheetColumn column;
|
||
column.SetWidth(15);
|
||
pSheet->SetColumnAt(0, column);
|
||
column.SetWidth(20);
|
||
pSheet->SetColumnAt(1, column);
|
||
column.SetWidth(15);
|
||
pSheet->SetColumnAt(2, column);
|
||
column.SetWidth(20);
|
||
pSheet->SetColumnAt(3, column);
|
||
column.SetWidth(20);
|
||
pSheet->SetColumnAt(4, column);
|
||
column.SetWidth(30);
|
||
pSheet->SetColumnAt(5, column);
|
||
column.SetWidth(20);
|
||
pSheet->SetColumnAt(6, column);
|
||
column.SetWidth(25);
|
||
pSheet->SetColumnAt(7, column);
|
||
|
||
GridCell &cell01=*(*pSheet)(0, 0);
|
||
cell01.SetText(_T("管段名称"));
|
||
|
||
GridCell &cell02=*(*pSheet)(0, 1);
|
||
cell02.SetText(_T("管道流量L/s"));
|
||
|
||
GridCell &cell03=*(*pSheet)(0, 2);
|
||
cell03.SetText(_T("管长m"));
|
||
|
||
GridCell &cell08=*(*pSheet)(0, 3);
|
||
cell08.SetText(_T("累计当量"));
|
||
|
||
GridCell &cell04=*(*pSheet)(0, 4);
|
||
cell04.SetText(_T("标注管径"));
|
||
|
||
GridCell &cell05=*(*pSheet)(0, 5);
|
||
cell05.SetText(_T("水力坡降mH2O/m"));
|
||
|
||
GridCell &cell06=*(*pSheet)(0, 6);
|
||
cell06.SetText(_T("流速m/s"));
|
||
|
||
GridCell &cell07=*(*pSheet)(0, 7);
|
||
cell07.SetText(_T("沿程损失mH2O"));
|
||
|
||
for(int j = 1; j < m_publicGrid.GetRowNum() + 1; j++)
|
||
{
|
||
for (int i = 0; i < m_publicGrid.GetColNum(); i++)
|
||
{
|
||
GridCell &Cell=*(*pSheet)(j, i);
|
||
CString sText = (LPCTSTR)m_publicGrid.GetCell(j-1,i).GetText();
|
||
Cell.SetText(sText);
|
||
}
|
||
}
|
||
|
||
GlobalFunc::AddToModelSpace(pSheet);
|
||
//pSheet->AddToCSpace(TRUE);
|
||
TCHAR szTmp[32];
|
||
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
|
||
GlobalFunc::HideDialog(this, FALSE);
|
||
}
|