626 lines
21 KiB
C++
626 lines
21 KiB
C++
// CalcFeedDlg.cpp : implementation file
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//
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#include "stdafx.h"
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#include <DbEquipment.h>
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#include <MSWORD8.h>
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#include "CalcFeedDlg.h"
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#include "CalcFeedPublickDlg.h"
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#include "TWTDEF.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 void GetPipeSpecList(DList<int> &lstSpec, const TCHAR* szMat);
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/////////////////////////////////////////////////////////////////////////////
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// CCalcFeedDlg dialog
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CCalcFeedDlg::CCalcFeedDlg(CWnd* pParent /*=NULL*/)
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: CDialog(CCalcFeedDlg::IDD, pParent)
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{
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//{{AFX_DATA_INIT(CCalcFeedDlg)
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m_iArch = 2;
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m_nA = 1.5;
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m_bWord = TRUE;
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m_iMode = 0;
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//}}AFX_DATA_INIT
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}
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void CCalcFeedDlg::DoDataExchange(CDataExchange* pDX)
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{
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CDialog::DoDataExchange(pDX);
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//{{AFX_DATA_MAP(CCalcFeedDlg)
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DDX_CBIndex(pDX, IDC_COMBO_ARCH, m_iArch);
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DDX_Text(pDX, IDC_EDIT_ALPHA, m_nA);
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DDX_Check(pDX, IDC_CHECK_WORD, m_bWord);
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DDX_Radio(pDX, IDC_RADIO_MODE1, m_iMode);
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//}}AFX_DATA_MAP
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}
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BEGIN_MESSAGE_MAP(CCalcFeedDlg, CDialog)
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//{{AFX_MSG_MAP(CCalcFeedDlg)
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ON_CBN_SELCHANGE(IDC_COMBO_ARCH, OnSelchangeComboArch)
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//}}AFX_MSG_MAP
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END_MESSAGE_MAP()
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/////////////////////////////////////////////////////////////////////////////
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// CCalcFeedDlg message handlers
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void CCalcFeedDlg::OnSelchangeComboArch()
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{
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UpdateData(TRUE);
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if(m_iArch == 0)
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m_nA = 1.2;
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else if(m_iArch == 1)
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m_nA = 1.4;
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else if(m_iArch == 2)
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m_nA = 1.5;
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else if(m_iArch == 3)
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m_nA = 1.8;
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else if(m_iArch == 4)
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m_nA = 2.0;
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else if(m_iArch == 5)
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m_nA = 2.5;
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else if(m_iArch == 6)
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m_nA = 3.0;
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UpdateData(FALSE);
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}
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void CCalcFeedDlg::OnOK()
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{
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UpdateData(TRUE);
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if(m_iArch == 0)
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m_csArch = _T("幼儿园、托儿所、养老院");
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else if(m_iArch == 1)
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m_csArch = _T("门诊部、诊疗所");
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else if(m_iArch == 2)
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m_csArch = _T("办公楼、商场");
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else if(m_iArch == 3)
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m_csArch = _T("学校");
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else if(m_iArch == 4)
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m_csArch = _T("医院、疗养院、休养所");
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else if(m_iArch == 5)
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m_csArch = _T("集体宿舍、旅馆、招待所、宾馆");
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else if(m_iArch == 6)
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m_csArch = _T("客运站、会展中心、公共厕所");
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CDialog::OnOK();
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}
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////////////////////////////////////////////////////////////////////////////////////////////////////////
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void GetPipeVIByDn(double nQ, AcDbObjectId id, int iDn, double &nLost, double &nI, double &nSpeed)
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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, TDbPipe, pPipe);
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if(pPipe){
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iMat = pPipe->GetMaterial();
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nLength = pPipe->Length() / 1000;
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}
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OPENOBJ_END();
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CString csMat = 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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// Q = 1/4 * PI * Dj * Dj * V
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nQ = nQ / 1000;
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double nRetDj = GetPipeDjByDn(csMat, iDn);
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nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
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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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void DoDimFeedPipeDn(SSearchPipeList *pListAll, double nA, int iMode)
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{
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AcDbObjectId id = NULL;
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id = pListAll->m_ID;
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pListAll->m_iNum = 0;
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double nDang(0), dRateQ(0);
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if(pListAll->m_iType == -1){
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AcDbObjectId id = pListAll->m_ID;
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OPENOBJ_BEGIN(id, AcDb::kForRead, TDbEquipment, pEquip);
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if(pEquip){
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nDang = pEquip->GetDang();
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dRateQ = pEquip->GetSpare();
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AcDbObjectId idBlk = pEquip->GetBlock2d();
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CString csBlkName = GetBlkNameById(idBlk);
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CString csSysName = pEquip->GetSysBlock();
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if( _tcsicmp(_T("$TWTSYS$00000290"), csBlkName) == 0 ||
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_tcsicmp(_T("$TWTSYS$00000291"), csBlkName) == 0 ||
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_tcsicmp(_T("$TWTSYS$00000292"), csBlkName) == 0 ||
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_tcsicmp(_T("$TWTSYS$00000293"), csBlkName) == 0 ||
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_tcsicmp(_T("TWTSYS(00000290)"), csSysName) == 0 ||
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_tcsicmp(_T("TWTSYS(00000291)"), csSysName) == 0 ||
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_tcsicmp(_T("TWTSYS(00000292)"), csSysName) == 0 ||
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_tcsicmp(_T("TWTSYS(00000293)"), csSysName) == 0 ){ //大便器自闭式冲洗阀
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pListAll->m_bNeedCale = TRUE; //临时存一下
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nDang = 0.5; //大便器自闭式冲洗阀，当量按0.5
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}
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else if(_tcsicmp(_T("$TWTSYS$00000132"), csBlkName) == 0 && pEquip->GetPipeLength() < 0)
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pListAll->m_bNeedCale = TRUE; //给水原理图，【修改当量】设置有自闭式冲洗阀
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}
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OPENOBJ_END();
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pListAll->m_nDang = nDang;
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pListAll->m_nSpare = dRateQ;
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pListAll->m_nStartPress = dRateQ;
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}
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ads_name ent;
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acdbGetAdsName(ent, id);
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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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DoDimFeedPipeDn(pList, nA, iMode);
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pListAll->m_nDang += pList->m_nDang;
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if(pList->m_nStartPress > pListAll->m_nStartPress) //记录本管段最大额定流量
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pListAll->m_nStartPress = pList->m_nStartPress;
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pListAll->m_nSpare += pList->m_nSpare; //记录本管道总额定流量
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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
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pListAll->m_bNeedCale = TRUE;
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}
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double nQ = 0.2 * nA * sqrt(pListAll->m_nDang);
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//《建筑给水排水设计规范》2003 3.6.5 2006,10,30 sr 改为规范计算
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if(pListAll->m_bNeedCale)
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nQ += 1.1;
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// 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。
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if(nQ > pListAll->m_nSpare)
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nQ = pListAll->m_nSpare;
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//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。
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if(nQ < pListAll->m_nStartPress)
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nQ = pListAll->m_nStartPress;
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//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。
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pListAll->m_nPipeQ = nQ;
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if(pListAll->m_iType != 0 || pListAll->m_nPipeQ < 0.001)
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return;
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double nLost(-1), nI(-1), nSpeed(0);
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int iDn(0);
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if(iMode == 0){
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iDn = GetPipeDnByQ(nQ, pListAll->m_ID, nLost, nI, nSpeed);
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//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
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if(len == 1 && iDn == 50 && pListAll->m_bNeedCale){
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SSearchPipeList *pList = pListAll->m_lstNode[0];
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if(pList->m_lstNode.Length() == 0)
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iDn = 25;
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else if(pList->m_lstNode.Length() == 1){
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SSearchPipeList *pList2 = pList->m_lstNode[0];
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if(pList2->m_lstNode.Length() == 1){
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SSearchPipeList *pList3 = pList2->m_lstNode[0];
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if(pList3->m_lstNode.Length() == 0)
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iDn = 32;
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}
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}
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if(iDn != 50)
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GetPipeVIByDn(nQ, pListAll->m_ID, iDn, nLost, nI, nSpeed);
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}
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}
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else{
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CString csMat;
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double nLength(1);
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OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, TDbPipe, pPipe);
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if(pPipe){
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iDn = (int)pPipe->GetDnDiameter();
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csMat = GetPipeMaterialByIdx(pPipe->GetMaterial());
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nLength = pPipe->Length() / 1000;
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}
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OPENOBJ_END();
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double nCh(140); // 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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double nRetDj = GetPipeDjByDn(csMat, iDn);
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nQ = nQ /1000;
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nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
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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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pListAll->m_nLost = nLost;
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pListAll->m_nI = nI;
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pListAll->m_iDn = iDn;
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pListAll->m_nV = nSpeed;
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DoDimPipeDn(ent, iDn, _T("自动"), g_nPipeDnHeight, FALSE, FALSE);
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}
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//得到最不利节点
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SSearchPipeList* GetFeedDisadvantageNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage)
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{
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AcDbObjectId id = NULL;
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id = pListAll->m_ID;
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double nCurPipeLength(0);
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nCurPipeLength = pListAll->m_nLength;
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if(IsEquipment(id)){
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if(!pDisadvantage || (pDisadvantage && nCurPipeLength > pDisadvantage->m_nLength))
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pDisadvantage = pListAll;
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}
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int 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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pDisadvantage = GetFeedDisadvantageNode(pList, pDisadvantage);
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}
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return pDisadvantage;
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}
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//得到下一个导出WORD节点 根据节点计算顺序排序
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SSearchPipeList *GetNextExportNode2(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage)
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{
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CString csName = pListAll->m_csName;
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int idx = csName.Find(_T("-"));
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CString csFront;
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if(idx > -1){
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csFront = csName.Left(idx);
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int iFront = _ttoi(csFront);
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if(!pDisadvantage)
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pDisadvantage = pListAll;
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else{
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csName = pDisadvantage->m_csName;
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idx = csName.Find(_T("-"));
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csFront = csName.Left(idx);
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if(iFront < _ttoi(csFront))
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pDisadvantage = pListAll;
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}
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}
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int 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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pDisadvantage = GetNextExportNode2(pList, pDisadvantage);
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}
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return pDisadvantage;
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}
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//输出计算书函数
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void ImportFeedCalcWord(DList<SSearchPipeList> &lstNode,
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const TCHAR* szArch, double nA)
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{
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int len = lstNode.Length();
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if(len < 1)
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return;
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//初始化
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COleVariant vtOptional((long)DISP_E_PARAMNOTFOUND,VT_ERROR), vtTrue((short)TRUE), vtFalse((short)FALSE);
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_Application wordApplication;
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Documents wordDocuments;
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_Document activeDocument;
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Paragraphs wordParagraphs;
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Selection wordSelection;
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if (!wordApplication.CreateDispatch(_T("Word.Application")))
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{
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AfxMessageBox(_T("不能执行Microsoft Word 8.0!"));
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return;
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}
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wordApplication.SetVisible(TRUE);
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wordDocuments = wordApplication.GetDocuments();
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activeDocument = wordDocuments.Add(vtOptional,vtOptional);
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//写一行字
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wordSelection = wordApplication.GetSelection();
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wordParagraphs = wordSelection.GetParagraphs();
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wordParagraphs.SetAlignment(0); // 0: 居左 1：居中 2：居右
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wordSelection.TypeText(_T("采用当量法计算\n"));
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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"));
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wordSelection.TypeText(_T("基本计算公式 \n"));
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wordSelection.TypeText(_T("Q = 0.2 × SQRT(Ng) × α\n"));
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wordSelection.TypeText(_T("式中：\n"));
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wordSelection.TypeText(_T("Q-计算管段的给水设计秒流量（L/s） \n"));
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wordSelection.TypeText(_T("Ng-计算管段的卫生器具给水当量总数 \n"));
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wordSelection.TypeText(XString(_T("α-根据建筑物用途而定的系数：%.1f \n"), nA));
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wordSelection.TypeText(XString(_T("建筑类型：%s\n"), szArch));
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// wordSelection.TypeText(XString(_T("末端压力：%.3f MPa\n"), nPress));
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// wordSelection.TypeText(XString(_T("局部损失系数：%.0f ％\n"), nFactor));
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wordSelection.TypeText(_T("计算结果：\n"));
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// wordSelection.TypeText(XString(_T("沿程损失：%.3f MPa\n"), nLost));
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// wordSelection.TypeText(XString(_T("起点压力：%.3f MPa\n"), nStartPress));
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Selection wSelection2 = wordApplication.GetSelection();
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wSelection2.TypeParagraph();
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//画表格
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int rows(len+1), columns(9);
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Selection wSelection = wordApplication.GetSelection();
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Range oRange = wSelection.GetRange();
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Tables oTables = activeDocument.GetTables();
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_Table oTable = oTables.Add(oRange, rows, columns);
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// cet 2010.3.25 add
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Borders oBorders = oTable.GetBorders();
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oBorders.SetInsideLineStyle(1); // 设置表格线型
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oBorders.SetOutsideLineStyle(1);
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Columns oColumns;
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Column oColumn;
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oColumns = oTable.GetColumns();
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oColumn = oColumns.Item(1);
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oColumn.SetWidth(40, 0); // 0 = wdAdjustNone
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oColumn = oColumns.Item(2);
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oColumn.SetWidth(50, 0);
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oColumn = oColumns.Item(3);
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oColumn.SetWidth(40, 0);
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oColumn = oColumns.Item(4);
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oColumn.SetWidth(55, 0);
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oColumn = oColumns.Item(5);
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oColumn.SetWidth(40, 0);
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oColumn = oColumns.Item(6);
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oColumn.SetWidth(60, 0);
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oColumn = oColumns.Item(7);
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oColumn.SetWidth(50, 0);
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oColumn = oColumns.Item(8);
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oColumn.SetWidth(55, 0);
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oColumn = oColumns.Item(9);
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oColumn.SetWidth(60, 0);
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Cell oCell;
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oCell = oTable.Cell(1, 1);
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oRange = oCell.GetRange();
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oRange.InsertAfter(_T("管段名称"));
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oCell = oTable.Cell(1, 2);
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oRange = oCell.GetRange();
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oRange.InsertAfter(_T("管道流量L/s"));
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oCell = oTable.Cell(1, 3);
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oRange = oCell.GetRange();
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oRange.InsertAfter(_T("管长m"));
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oCell = oTable.Cell(1, 4);
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oRange = oCell.GetRange();
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oRange.InsertAfter(_T("累计当量"));
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oCell = oTable.Cell(1, 5);
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oRange = oCell.GetRange();
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oRange.InsertAfter(_T("标注管径"));
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oCell = oTable.Cell(1, 6);
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oRange = oCell.GetRange();
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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, TDbPipe, pPipe);
|
||
if(pPipe){
|
||
iMat = pPipe->GetMaterial();
|
||
}
|
||
OPENOBJ_END();
|
||
|
||
CString csMat = 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();
|
||
|
||
}
|
||
|
||
void DoCalcFeedWater(SSearchPipeList *pDisadvantage)
|
||
{
|
||
double nAllLost(-1);
|
||
nAllLost = pDisadvantage->m_nLost;
|
||
if(pDisadvantage->m_pPrevious){
|
||
pDisadvantage->m_pPrevious->m_nLost += nAllLost;
|
||
DoCalcFeedWater(pDisadvantage->m_pPrevious);
|
||
}
|
||
}
|
||
|
||
|
||
//公共建筑给水计算 主函数
|
||
void CalcFeedPipeDn2()
|
||
{
|
||
Entity entMainPipe;
|
||
ads_name entMain;
|
||
RBList rbMask(RTDXF0, _T("ATS_EQUIPMENT"), 8, _T("*"), NULL);
|
||
RBList rbMaskPipe = ads_buildlist( -4, _T("<or"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED, -4, _T("and>"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED, -4, _T("and>"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED2, -4, _T("and>"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED2, -4, _T("and>"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED3, -4, _T("and>"),
|
||
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED3, -4, _T("and>"),
|
||
-4, _T("or>"), NULL);
|
||
|
||
|
||
if(SelectEntity(_T("\n请选择给水总干管<退出>"), entMainPipe, rbMaskPipe) != RTNORM)
|
||
return;
|
||
|
||
//第一步，选择总干管，并找到它之前的堵头
|
||
AcDbObjectId idMain = NULL;
|
||
OPENOBJ_BEGIN(entMainPipe, AcDb::kForRead, TDbPipe, pPipe);
|
||
if(pPipe){
|
||
AcDbObjectId nodeId1(NULL), nodeId2(NULL);
|
||
nodeId1 = pPipe->GetNode(0);
|
||
nodeId2 = pPipe->GetNode(1);
|
||
OPENOBJ_BEGIN(nodeId1, AcDb::kForRead, TDbPipeNode, pNode);
|
||
if(pNode){
|
||
int num = pNode->GetInterfaceNum();
|
||
if(num == 1)
|
||
idMain = nodeId1;
|
||
}
|
||
OPENOBJ_END();
|
||
OPENOBJ_BEGIN(nodeId2, AcDb::kForRead, TDbPipeNode, pNode);
|
||
if(pNode){
|
||
int num = pNode->GetInterfaceNum();
|
||
if(num == 1)
|
||
idMain = nodeId2;
|
||
}
|
||
OPENOBJ_END();
|
||
}
|
||
OPENOBJ_END();
|
||
if(!idMain){
|
||
AfxMessageBox(_T("没有正确选择起点干管！"));
|
||
return;
|
||
}
|
||
acdbGetAdsName(entMain, idMain);
|
||
|
||
SSearchPipeList *pListAll = new SSearchPipeList();
|
||
PickSet ssAll(SS_FREE);
|
||
ssAll += idMain;
|
||
pListAll->m_iType = 1;
|
||
if(!SearchSprinkPipeSys(entMain, NULL, pListAll, ssAll)){
|
||
AfxMessageBox(_T("系统有回路！"));
|
||
delete pListAll;
|
||
return;
|
||
}
|
||
|
||
//第二步，搜索整个系统，计算管长，建立双向链表
|
||
CalcPipeLength2(pListAll, NULL);
|
||
|
||
CTemporaryResourceOverride over;
|
||
CCalcFeedDlg dlg;
|
||
if(dlg.DoModal() != IDOK){
|
||
delete pListAll;
|
||
return;
|
||
}
|
||
|
||
//第三步，计算管径
|
||
DoDimFeedPipeDn(pListAll, dlg.m_nA, dlg.m_iMode);
|
||
UpdateMultDim();
|
||
//第三步，标注节点
|
||
if(dlg.m_bWord){
|
||
int idx = 1;
|
||
SSearchPipeList *pNode = GetNextDimNode2(pListAll, NULL);
|
||
while(pNode){
|
||
idx = DoSerialNumber2(pNode, idx); //标注节点编号
|
||
pNode = GetNextDimNode2(pListAll, NULL); //得到下一支路起点节点
|
||
}
|
||
DoDimPipeSerialNumber(pListAll); //标注管段编号
|
||
}
|
||
SSearchPipeList *pDisadvantage = NULL;
|
||
pDisadvantage = GetFeedDisadvantageNode(pListAll, NULL);
|
||
if(pDisadvantage != NULL)
|
||
DoCalcFeedWater(pDisadvantage);
|
||
CalcPipeLength(pListAll);
|
||
|
||
|
||
if(dlg.m_bWord){
|
||
DList<SSearchPipeList> lstNode;
|
||
SSearchPipeList *pNode = GetNextExportNode2(pListAll, NULL);
|
||
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;
|
||
lstNode.Append(pNodeNew);
|
||
pNode->m_csName = _T("");
|
||
pNode = GetNextExportNode2(pListAll, NULL);
|
||
}
|
||
ImportFeedCalcWord(lstNode, dlg.m_csArch, dlg.m_nA);
|
||
}
|
||
|
||
delete pListAll;
|
||
return;
|
||
}
|
||
|
||
|