1219 lines
35 KiB
C++
1219 lines
35 KiB
C++
#include "stdafx.h"
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#include "HydrantCalcDataDlg.h"
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#include "HydrantCalcDlg.h"
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#include <stack>
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#include "DbEquipment.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 ImportHydrantWord(DList<SSearchPipeList> &lstNode, CHydrantCalcDlg &dlg);
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extern SSearchPipeList *GetNextDimNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage);
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extern int DoSerialNumber(SSearchPipeList *pListLast, int idx, BOOL IsMainNode);
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extern void CalcSprinkNum(SSearchPipeList *pListAll);
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extern SSearchPipeList *GetNextCalcNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage);
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extern double GetDangLenByElbow90(int iDn1, int iDn2); //90度弯头当量长度
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extern double GetDangLenByTaiIn(int iDn1, int iDn2); //接头当量长度
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extern double GetDangLenByCorner(int iDn); //3通4通当量长度
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extern SSearchPipeList *GetNextExportNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage);
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extern void ModifyPipeSysFlow(SSearchPipeList *pListAll, PickSet &ss);
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extern void DoCalcHydrantNg(SSearchPipeList *pListAll, BOOL bOnlyFlow = TRUE);
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extern double DoCalcHydrantNode(SSearchPipeList *pListLast, int &idx, double B, double Ad, double Ld, double nQ, const bool bPGraph);
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extern double GetTerminalNodePress(SSearchPipeList *pListLast);
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extern double DoTryCalcHydrantNode(SSearchPipeList *pListLast, double B, double Ad, double Ld, double nQ, const bool bPGraph);
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extern double GetDangLenByElbow90(int iDn1); //90度弯头当量长度
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extern BOOL IsNeedCalc(SSearchPipeList *pListAll);
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TGridHydrantCalcGrid::TGridHydrantCalcGrid()
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{
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AppendCol(_T("管段名称"), 55);
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AppendCol(_T("起点压力"), 55);
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AppendCol(_T("流量L/s"), 50);
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AppendCol(_T("管长(m)"), 55);
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AppendCol(_T("当量"), 50);
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AppendCol(_T("管径(mm)"), 55);
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AppendCol(_T("水力坡降"), 55);
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AppendCol(_T("流速m/s"), 55);
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AppendCol(_T("损失mH2O"), 55);
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AppendCol(_T("终点压力"), 55);
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SetColPosFix();
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SetColFixLength();
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SetNoPaste();
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GetCol(5).SetComboEdit();
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GetCol(4).SetRightButton();
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COLORREF color = RGB(255,0,0);
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GetCol(5).SetTextColor(color);
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COLORREF color2 = RGB(0,0,255);
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GetCol(6).SetTextColor(color2);
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GetCol(7).SetTextColor(color2);
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GetCol(8).SetTextColor(color2);
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GetCol(9).SetTextColor(color2);
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m_pDlg = NULL;
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}
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void TGridHydrantCalcGrid::OnCellComboString(WDGridCell&cell,CComboBox&combo)
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{
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if(cell.GetColIndex()==5)
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{
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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("65"));
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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("200"));
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}
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}
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bool TGridHydrantCalcGrid::OnCellButtonDown(WDGridCell &cell, CString &res)
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{
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if(cell.GetColIndex() == 4)
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{
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WDGridRow &row = cell.GetRow();
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TGridHydrantData *pNewData = (TGridHydrantData *)row.GetExtendData();
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AfxMessageBox(pNewData->m_csNg);
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return true;
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}
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return false;
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}
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void TGridHydrantCalcGrid::SetDlg( CHydrantCalcDataDlg *pDlg )
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{
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m_pDlg = pDlg;
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}
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void TGridHydrantCalcGrid::ShowPipe()
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{
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if (m_pDlg == NULL)
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{
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return;
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}
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long nSelRow = GetCurRowIndex();
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if (nSelRow == -1)
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{
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return;
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}
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WDGridRow &row = GetRow(nSelRow);
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TGridHydrantData *pNewData = (TGridHydrantData *)row.GetExtendData();
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if (pNewData == NULL)
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{
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return;
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}
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OPENOBJ_BEGIN(pNewData->m_idPipe, AcDb::kForRead, TDbPipe, pPipe);
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if(pPipe != NULL)
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{
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XPoint ptCen, p1, p2, p3, p4;
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ptCen = pPipe->MidPoint();
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double nDist = pPipe->Length()*2000;
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arxZoomTo(ptCen, nDist, nDist);
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ads_polar(ptCen, 0, nDist/5, p1);
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ads_polar(p1, PI/2, nDist/5, p1);
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ads_polar(ptCen, PI, nDist/5, p2);
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ads_polar(p2, PI/2, -nDist/5, p2);
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ads_grdraw(p1, p2, 2, 0);
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ads_polar(ptCen, PI/2, nDist/5, p3);
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ads_polar(p3, PI, nDist/5, p3);
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ads_polar(ptCen, PI/2, -nDist/5, p4);
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ads_polar(p4, 0, nDist/5, p4);
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ads_grdraw(p3, p4, 2, 0);
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}
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OPENOBJ_END();
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HideDialog(m_pDlg, TRUE);
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TCHAR szTmp[256];
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ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
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HideDialog(m_pDlg, FALSE);
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}
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bool TGridHydrantCalcGrid::OnModified( WDGridCell&cell,CString &text )
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{
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if (cell.GetColIndex() == 5)
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{
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WDGridRow &row = cell.GetRow();
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TGridHydrantData *pNewData = (TGridHydrantData *)row.GetExtendData();
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if (pNewData != NULL)
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{
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m_pDlg->UpdatePipeDn(pNewData->m_idPipe, _tstof(text));
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}
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}
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else if (cell.GetColIndex() == 4)
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{
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return false;
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}
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return true;
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}
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void TGridHydrantCalcGrid::OnDblClick( WDGridRow&row )
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{
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ShowPipe();
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}
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CHydrantCalcDataDlg::CHydrantCalcDataDlg(CWnd* pParent /*=NULL*/)
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: CDialog(CHydrantCalcDataDlg::IDD, pParent)
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{
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//{{AFX_DATA_INIT(CHydrantCalcDataDlg)
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m_bNg = TRUE;
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m_dPress = 50;
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//}}AFX_DATA_INIT
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m_pHydrantCalcDlg = NULL;
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m_pListAll = NULL;
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m_bShow = false;
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m_bPGraph = false;
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}
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CHydrantCalcDataDlg::~CHydrantCalcDataDlg()
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{
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delete m_pListAll;
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}
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void CHydrantCalcDataDlg::DoDataExchange(CDataExchange* pDX)
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{
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CDialog::DoDataExchange(pDX);
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//{{AFX_DATA_MAP(CHydrantCalcDataDlg)
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DDX_Control(pDX, IDC_LIST_PIPE, m_wndGrid);
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DDX_Check(pDX, IDC_CHECK_NG, m_bNg);
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DDX_Text(pDX, IDC_EDT_PRESS, m_dPress);
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//}}AFX_DATA_MAP
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}
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BEGIN_MESSAGE_MAP(CHydrantCalcDataDlg, CDialog)
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//{{AFX_MSG_MAP(CHydrantCalcDataDlg)
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ON_BN_CLICKED(IDC_BTN_WORD, OnBtnWord)
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ON_BN_CLICKED(IDC_BUTTON_SHOW, OnButtonShow)
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ON_BN_CLICKED(IDC_BTN_PRESS, OnBtnPress)
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ON_BN_CLICKED(IDC_BTN_SHEET, OnBtnSheet)
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ON_WM_TIMER()
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//}}AFX_MSG_MAP
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END_MESSAGE_MAP()
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BOOL CHydrantCalcDataDlg::OnInitDialog()
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{
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CDialog::OnInitDialog();
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m_wndGrid.Clear();
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m_wndGrid.Create(this, IDC_LIST_PIPE);
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m_wndGrid.SetNoAppendButton(TRUE);
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m_wndGrid.SetNoDefaultMenu(true);
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m_wndGrid.GetCol(0).SetReadOnly(true);
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m_wndGrid.GetCol(1).SetReadOnly(true);
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m_wndGrid.GetCol(2).SetReadOnly(true);
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m_wndGrid.GetCol(3).SetReadOnly(true);
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m_wndGrid.GetCol(4).SetReadOnly(false);
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m_wndGrid.GetCol(5).SetReadOnly(false);
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m_wndGrid.GetCol(6).SetReadOnly(true);
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m_wndGrid.GetCol(7).SetReadOnly(true);
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m_wndGrid.GetCol(8).SetReadOnly(true);
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m_wndGrid.GetCol(9).SetReadOnly(true);
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m_wndGrid.SetDlg(this);
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Calc();
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return TRUE;
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}
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void CHydrantCalcDataDlg::OnBtnWord()
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{
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ImportHydrantWord(m_lstNode, *m_pHydrantCalcDlg);
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}
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void CHydrantCalcDataDlg::SetHydrantCalcDlg( CHydrantCalcDlg *pDlg )
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{
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m_pHydrantCalcDlg = pDlg;
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}
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// zxl 2013.04.28 add
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//计算本节点往后共计管线长度
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BOOL CalcLstPipeLength2(SSearchPipeList *pListAll, SSearchPipeList *pListFront, PickSet &ss, bool &bPGraph)
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{
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BOOL ret = TRUE;
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AcDbObjectId id = NULL;
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id = pListAll->m_ID;
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ads_name ent;
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double nCurPipeLength(0);
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acdbGetAdsName(ent, id);
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if(pListAll->m_iType == 2){
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Entity entTmp = ent;
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int iK = _ttoi(ReadXdata(entTmp, _T("SPRINKLER_K")));
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pListAll->m_iSpare = iK;
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if(entTmp.In(&ss))
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pListAll->m_bNeedCale = TRUE;
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}
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else if (pListAll->m_iType < 0)// 系统搜索时 消火栓木有类型
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{
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Entity entTmp = ent;
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if(IsHydrant(id) && entTmp.In(&ss))
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{
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pListAll->m_iType = 2;
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pListAll->m_bNeedCale = TRUE;
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int iK = _ttoi(ReadXdata(entTmp, _T("SPRINKLER_K")));
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pListAll->m_iSpare = iK;
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bPGraph = true;
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}
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}
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else if(pListAll->m_iType == 0){
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OPENOBJ_BEGIN(ent, AcDb::kForRead, TDbPipe, pPipe);
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if(pPipe){
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int iDn = (int)(pPipe->GetDnDiameter());
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pListAll->m_iDn = iDn;
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double nGradient = pPipe->GetPipeGradient();
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pListAll->m_nI = nGradient*1000;
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nCurPipeLength = pPipe->Length();
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pListAll->m_nLength = nCurPipeLength;
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if(pPipe->GetDnDiameter() < 0 && !pPipe->IsVertical())
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return FALSE;
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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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ret = CalcLstPipeLength2(pList, pListAll, ss, bPGraph);
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if(!ret)
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return FALSE;
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}
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return ret;
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}
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void CHydrantCalcDataDlg::Calc()
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{
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double nPress = _tstof(m_pHydrantCalcDlg->m_csRetPress);
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double nQ = _tstof(m_pHydrantCalcDlg->m_csRet);
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if(nQ < _tstof(m_pHydrantCalcDlg->m_csQ))//小于水枪最小流量
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{
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nQ = _tstof(m_pHydrantCalcDlg->m_csQ);
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nPress = m_pHydrantCalcDlg->m_nAd * m_pHydrantCalcDlg->m_nLd * nQ * nQ + nQ * nQ / m_pHydrantCalcDlg->m_nB + 2;
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}
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CalcLstPipeLength2(m_pListAll, NULL, m_ssCalc, m_bPGraph);
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if(m_pListAll->m_lstNode.Length() == 2)
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{
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m_ssAll.Free();
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//计算源头应为节点,而不是管线. 以下计算管线2节点哪个是源头
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CalcSprinkNum(m_pListAll); //所连喷头多的节点是源头
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SSearchPipeList *p1 = m_pListAll->m_lstNode[0];
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SSearchPipeList *p2 = m_pListAll->m_lstNode[1];
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SSearchPipeList *p3 = p1->m_iNum > p2->m_iNum ? p2 : p1;
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ads_name ent;
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acdbGetAdsName(ent, p3->m_ID);
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delete m_pListAll;
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m_pListAll = new SSearchPipeList();
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//重新搜索系统
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m_ssAll.Free();
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if(!SearchSprinkPipeSys(ent, NULL, m_pListAll, m_ssAll))
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{
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OnCancel();
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AfxMessageBox(_T("喷淋系统有回路！"));
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delete m_pListAll;
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return;
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}
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m_pListAll->m_iType = 1;
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CalcLstPipeLength2(m_pListAll, NULL, m_ssCalc, m_bPGraph);
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}
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ModifyPipeSysFlow(m_pListAll, m_ssAll); // cet 2010.7.8 add 更改管道流向
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//////////////////////////////////////////////////////////////////////////////////////////
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DoCalcHydrantNg(m_pListAll, m_bNg);
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int idx = 1;
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SSearchPipeList *pNode = GetNextDimNode(m_pListAll, NULL);
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while(pNode){
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BOOL IsMainNode = FALSE;
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if(idx == 1)
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IsMainNode = TRUE;
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idx = DoSerialNumber(pNode, idx, IsMainNode); //标注节点编号
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pNode = GetNextDimNode(m_pListAll, NULL); //得到下一支路起点节点
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}
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DoDimPipeSerialNumber(m_pListAll); //标注管段编号
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pNode = GetNextCalcNode(m_pListAll, NULL); //得到下一支路起点节点
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pNode->m_nPipeQ = nQ;
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idx = 1;
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while(pNode){
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pNode->m_nStartPress = nPress;
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idx = (int)DoCalcHydrantNode(pNode, idx, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
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idx ++;
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pNode = GetNextCalcNode(m_pListAll, NULL); //得到下一支路起点节点
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if(pNode){
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nPress = GetTerminalNodePress(pNode);
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pNode->m_nStartPress = nPress;
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double nCalcPress = DoTryCalcHydrantNode(pNode, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
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double nPlus(0.1), nVal(0), nTmp(1);
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int n(0);
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//利用交叉节点的压力作为末端消火栓的默认压力(肯定大),然后不断减少,直至从末端计算到交叉节点的压力等于最不利点计算到交叉节点的压力
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while(fabs(nPress - nCalcPress) > 0.01)
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{
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n++;
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if((nPress - nCalcPress) < 0)
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pNode->m_nStartPress -= nPlus;
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else
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pNode->m_nStartPress += nPlus;
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nCalcPress = DoTryCalcHydrantNode(pNode, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
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nVal = nPress - nCalcPress;
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if(fabs(nPress - nCalcPress) > 10)
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nPlus = 2;
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else if(fabs(nPress - nCalcPress) > 1)
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nPlus = 0.5;
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else if(fabs(nPress - nCalcPress) > 0.1)
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nPlus = 0.1;
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else
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nPlus = 0.01;
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if(n > 60) //死循环, 主动退出
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break;
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}
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nPress = pNode->m_nStartPress;
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}
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}
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CString csNg, csName;
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pNode = GetNextExportNode(m_pListAll, NULL);
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while(pNode != NULL)
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{
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csNg = GetPipeNg(pNode);
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csName = pNode->m_csName + _T(" 管 当量 = ") + csNg;
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SSearchPipeList *pNodeNew = new SSearchPipeList();
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pNodeNew->m_iDn = pNode->m_iDn;
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pNodeNew->m_csName = csName;
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pNodeNew->m_nLength = pNode->m_nLength;
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pNodeNew->m_nPipeQ = pNode->m_nPipeQ;
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pNodeNew->m_nDang = pNode->m_nDang;
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pNodeNew->m_nStartPress = pNode->m_nStartPress;
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pNodeNew->m_nI = pNode->m_nI;
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pNodeNew->m_nV = pNode->m_nV;
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pNodeNew->m_nLost = pNode->m_nLost;
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pNodeNew->m_ID = pNode->m_ID;
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m_lstNode.Append(pNodeNew);
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pNode->m_iNum = 0;
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pNode = GetNextExportNode(m_pListAll, NULL);
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}
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UpdateGrid();
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UpdatePress();
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}
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void CHydrantCalcDataDlg::SetListAll( SSearchPipeList *pListAll )
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{
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m_pListAll = pListAll;
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}
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void CHydrantCalcDataDlg::SetSSAll( PickSet &ssAll )
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{
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|
m_ssAll.Free();
|
|
m_ssAll += ssAll;
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::SetSSCalc( PickSet &ssCalc )
|
|
{
|
|
m_ssCalc.Free();
|
|
m_ssCalc += ssCalc;
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::UpdateGrid()
|
|
{
|
|
m_wndGrid.Clear();
|
|
int nLen = m_lstNode.Length();
|
|
CString sTmp, sName;
|
|
for(int i = 0; i < nLen; i++)
|
|
{
|
|
m_wndGrid.AppendRow();
|
|
sName = m_lstNode[i]->m_csName;
|
|
int idx = sName.Find(_T(" "));
|
|
sName = sName.Left(idx);
|
|
|
|
TGridHydrantData *pNewData = new TGridHydrantData();
|
|
pNewData->m_csNg = m_lstNode[i]->m_csName;
|
|
pNewData->m_idPipe = m_lstNode[i]->m_ID;
|
|
WDGridRow &row = m_wndGrid.GetRow(i);
|
|
row.SetExtendData(pNewData);
|
|
//管段名称
|
|
m_wndGrid.GetCell(i, 0).SetText(sName);
|
|
|
|
//起点压力mH2O
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nStartPress);
|
|
m_wndGrid.GetCell(i, 1).SetText(sTmp);
|
|
|
|
//管道流量L/s
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nPipeQ);
|
|
m_wndGrid.GetCell(i, 2).SetText(sTmp);
|
|
|
|
//管长m
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nLength);
|
|
m_wndGrid.GetCell(i, 3).SetText(sTmp);
|
|
|
|
//当量长度m
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nDang);
|
|
m_wndGrid.GetCell(i, 4).SetText(sTmp);
|
|
|
|
//管径mm
|
|
sTmp.Format(_T("%d"), m_lstNode[i]->m_iDn);
|
|
m_wndGrid.GetCell(i, 5).SetText(sTmp);
|
|
|
|
//水力坡降mH2O/m
|
|
sTmp.Format(_T("%.3f"), m_lstNode[i]->m_nI);
|
|
m_wndGrid.GetCell(i, 6).SetText(sTmp);
|
|
|
|
//流速m/s
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nV);
|
|
m_wndGrid.GetCell(i, 7).SetText(sTmp);
|
|
|
|
//损失mH2O
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nLost);
|
|
m_wndGrid.GetCell(i, 8).SetText(sTmp);
|
|
|
|
//终点压力mH2O
|
|
sTmp.Format(_T("%.2f"), m_lstNode[i]->m_nLost + m_lstNode[i]->m_nStartPress);
|
|
m_wndGrid.GetCell(i, 9).SetText(sTmp);
|
|
|
|
}
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::UpdatePress()
|
|
{
|
|
CWnd *pWnd = GetDlgItem(IDC_EDIT_RET_PRESS);
|
|
if (pWnd == NULL)
|
|
{
|
|
return;
|
|
}
|
|
|
|
int nLen = m_lstNode.Length();
|
|
if (nLen < 1)
|
|
{
|
|
pWnd->SetWindowText(_T(""));
|
|
return;
|
|
}
|
|
CString sRet;
|
|
sRet.Format(_T("%.2f"), m_lstNode[nLen - 1]->m_nLost + m_lstNode[nLen - 1]->m_nStartPress);
|
|
pWnd->SetWindowText(sRet);
|
|
}
|
|
|
|
//计算得到每段管线的当量
|
|
CString CHydrantCalcDataDlg::GetPipeNg(SSearchPipeList *pListAll)
|
|
{
|
|
CString csRet;
|
|
double dNg(0);
|
|
if(pListAll->m_iType == 0){
|
|
AcDbObjectId id = NULL;
|
|
id = pListAll->m_ID;
|
|
int iDn1(0), iDn2(0), iDn0(0);
|
|
OPENOBJ_BEGIN(id, AcDb::kForRead, TDbPipe, pPipe);
|
|
if(pPipe){
|
|
iDn1 = (int)pPipe->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
DList<AcDbObjectId> lstPipe;
|
|
if(pListAll->m_lstNode.Length() == 1){
|
|
SSearchPipeList *pList = pListAll->m_lstNode[0]; //得到后节点
|
|
if(IsNeedCalc(pList)){
|
|
BOOL bIsSprinkler = FALSE;
|
|
if(pList->m_iType == 2)
|
|
bIsSprinkler = TRUE;
|
|
|
|
//第一步， 得到后节点管件的当量
|
|
int iLen = pList->m_lstNode.Length();
|
|
|
|
int iNoCalc(0);
|
|
if(m_bNg) //当量统计仅考虑水流情况
|
|
{
|
|
for(int j=0;j<iLen;j++){
|
|
SSearchPipeList *pListTmp = pList->m_lstNode[j];
|
|
if(!IsNeedCalc(pListTmp))
|
|
iNoCalc++;
|
|
}
|
|
iLen-=iNoCalc;
|
|
}
|
|
|
|
|
|
if(bIsSprinkler)
|
|
iLen++;
|
|
iLen++;
|
|
if(iLen > 2){ //三通 四通
|
|
double dNg1 = GetDangLenByCorner(iDn1);
|
|
csRet.Format(_T("三通四通 %.2f "), dNg1);
|
|
}
|
|
else if(iLen == 2){
|
|
if(bIsSprinkler){ //接喷淋立管弯头
|
|
double dNg1 = GetDangLenByElbow90(iDn1);
|
|
csRet.Format(_T("90度弯头 %.2f "), dNg1);
|
|
}
|
|
else if(iNoCalc==0){
|
|
SSearchPipeList *pListTmp = pList->m_lstNode[0];
|
|
OPENOBJ_BEGIN(pListTmp->m_ID, AcDb::kForRead, TDbPipe, pPipe2);
|
|
if(pPipe2){
|
|
iDn2 = (int)pPipe2->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
if(Is2PipeParallel(pListTmp->m_ID, id)){ //前后管是否平行
|
|
double dNg1 = GetDangLenByTaiIn(iDn1, iDn2); //根据接头查当量长度
|
|
csRet.Format(_T("异径接头 %.2f "), dNg1);
|
|
}
|
|
else{
|
|
double dNg1 = GetDangLenByElbow90(iDn1); //根据弯头查当量长度
|
|
csRet.Format(_T("90度弯头 %.2f "), dNg1);
|
|
}
|
|
}
|
|
}
|
|
//第二步， 看看和前节点是否存在变径
|
|
if(pListAll->m_pPrevious != NULL){
|
|
SSearchPipeList *pList2 = pListAll->m_pPrevious;
|
|
int iLen2 = pList2->m_lstNode.Length();
|
|
if(iLen2 > 1 || pList2->m_iType == 2){//肯定是个三通
|
|
if(pList2->m_pPrevious != NULL){
|
|
SSearchPipeList *pList3 = pList2->m_pPrevious;//得到前管
|
|
OPENOBJ_BEGIN(pList3->m_ID, AcDb::kForRead, TDbPipe, pPipe2);
|
|
if(pPipe2){
|
|
iDn0 = (int)pPipe2->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
double dNg2 = GetDangLenByTaiIn(iDn0, iDn1); //异径接头
|
|
csRet.Format(_T("%s 异径接头 %.2f "), csRet, dNg2);
|
|
dNg += dNg2;
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
return csRet;
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::ReCalc()
|
|
{
|
|
double nPress = _tstof(m_pHydrantCalcDlg->m_csRetPress);
|
|
double nQ = _tstof(m_pHydrantCalcDlg->m_csRet);
|
|
if(nQ < _tstof(m_pHydrantCalcDlg->m_csQ))//小于水枪最小流量
|
|
{
|
|
nQ = _tstof(m_pHydrantCalcDlg->m_csQ);
|
|
nPress = m_pHydrantCalcDlg->m_nAd * m_pHydrantCalcDlg->m_nLd * nQ * nQ + nQ * nQ / m_pHydrantCalcDlg->m_nB + 2;
|
|
}
|
|
|
|
ResetList(m_pListAll);
|
|
CalcLstPipeLength2(m_pListAll, NULL, m_ssCalc, m_bPGraph);
|
|
// if(m_pListAll->m_lstNode.Length() == 2)
|
|
// {
|
|
// m_ssAll.Free();
|
|
// //计算源头应为节点,而不是管线. 以下计算管线2节点哪个是源头
|
|
// CalcSprinkNum(m_pListAll); //所连喷头多的节点是源头
|
|
// SSearchPipeList *p1 = m_pListAll->m_lstNode[0];
|
|
// SSearchPipeList *p2 = m_pListAll->m_lstNode[1];
|
|
// SSearchPipeList *p3 = p1->m_iNum > p2->m_iNum ? p2 : p1;
|
|
//
|
|
// ads_name ent;
|
|
// acdbGetAdsName(ent, p3->m_ID);
|
|
// delete m_pListAll;
|
|
// m_pListAll = new SSearchPipeList();
|
|
// //重新搜索系统
|
|
// m_ssAll.Free();
|
|
// if(!SearchSprinkPipeSys(ent, NULL, m_pListAll, m_ssAll))
|
|
// {
|
|
// OnCancel();
|
|
// AfxMessageBox(_T("喷淋系统有回路！"));
|
|
// delete m_pListAll;
|
|
// return;
|
|
// }
|
|
// m_pListAll->m_iType = 1;
|
|
// CalcLstPipeLength(m_pListAll, NULL, m_ssCalc);
|
|
// }
|
|
//
|
|
// ModifyPipeSysFlow(m_pListAll, m_ssCalc); // cet 2010.7.8 add 更改管道流向
|
|
//////////////////////////////////////////////////////////////////////////////////////////
|
|
DoCalcHydrantNg2(m_pListAll, m_bNg);
|
|
|
|
int idx = 1;
|
|
SSearchPipeList *pNode = GetNextDimNode(m_pListAll, NULL);
|
|
while(pNode){
|
|
BOOL IsMainNode = FALSE;
|
|
if(idx == 1)
|
|
IsMainNode = TRUE;
|
|
idx = DoSerialNumber(pNode, idx, IsMainNode); //标注节点编号
|
|
pNode = GetNextDimNode(m_pListAll, NULL); //得到下一支路起点节点
|
|
}
|
|
DoDimPipeSerialNumber(m_pListAll); //标注管段编号
|
|
pNode = GetNextCalcNode(m_pListAll, NULL); //得到下一支路起点节点
|
|
pNode->m_nPipeQ = nQ;
|
|
idx = 1;
|
|
while(pNode){
|
|
pNode->m_nStartPress = nPress;
|
|
idx = (int)DoCalcHydrantNode(pNode, idx, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
|
|
idx ++;
|
|
pNode = GetNextCalcNode(m_pListAll, NULL); //得到下一支路起点节点
|
|
if(pNode){
|
|
nPress = GetTerminalNodePress(pNode);
|
|
pNode->m_nStartPress = nPress;
|
|
double nCalcPress = DoTryCalcHydrantNode(pNode, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
|
|
double nPlus(0.1), nVal(0), nTmp(1);
|
|
int n(0);
|
|
//利用交叉节点的压力作为末端消火栓的默认压力(肯定大),然后不断减少,直至从末端计算到交叉节点的压力等于最不利点计算到交叉节点的压力
|
|
while(fabs(nPress - nCalcPress) > 0.01)
|
|
{
|
|
n++;
|
|
if((nPress - nCalcPress) < 0)
|
|
pNode->m_nStartPress -= nPlus;
|
|
else
|
|
pNode->m_nStartPress += nPlus;
|
|
nCalcPress = DoTryCalcHydrantNode(pNode, m_pHydrantCalcDlg->m_nB, m_pHydrantCalcDlg->m_nAd, m_pHydrantCalcDlg->m_nLd, _tstof(m_pHydrantCalcDlg->m_csQ), m_bPGraph);
|
|
nVal = nPress - nCalcPress;
|
|
if(fabs(nPress - nCalcPress) > 10)
|
|
nPlus = 2;
|
|
else if(fabs(nPress - nCalcPress) > 1)
|
|
nPlus = 0.5;
|
|
else if(fabs(nPress - nCalcPress) > 0.1)
|
|
nPlus = 0.1;
|
|
else
|
|
nPlus = 0.01;
|
|
if(n > 60) //死循环, 主动退出
|
|
break;
|
|
}
|
|
nPress = pNode->m_nStartPress;
|
|
}
|
|
}
|
|
|
|
m_lstNode.Reset();
|
|
CString csNg, csName;
|
|
pNode = GetNextExportNode(m_pListAll, NULL);
|
|
while(pNode != NULL)
|
|
{
|
|
csNg = GetPipeNg(pNode);
|
|
csName = pNode->m_csName + _T(" 管 当量 = ") + csNg;
|
|
SSearchPipeList *pNodeNew = new SSearchPipeList();
|
|
pNodeNew->m_iDn = pNode->m_iDn;
|
|
pNodeNew->m_csName = 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;
|
|
pNodeNew->m_ID = pNode->m_ID;
|
|
|
|
m_lstNode.Append(pNodeNew);
|
|
pNode->m_iNum = 0;
|
|
pNode = GetNextExportNode(m_pListAll, NULL);
|
|
}
|
|
UpdateGrid();
|
|
UpdatePress();
|
|
m_mapColor.clear();
|
|
}
|
|
|
|
//计算得到每段管线的当量
|
|
void CHydrantCalcDataDlg::DoCalcHydrantNg2(SSearchPipeList *pListAll, BOOL bOnlyFlow)
|
|
{
|
|
if(pListAll->m_iType == 0)
|
|
{
|
|
AcDbObjectId id = NULL;
|
|
id = pListAll->m_ID;
|
|
int iDn1(0), iDn2(0), iDn0(0);
|
|
std::map<AcDbObjectId,double>::iterator it;
|
|
it = m_mapPipeDN.find(id);
|
|
if (it != m_mapPipeDN.end())
|
|
{
|
|
iDn1 = (int)(it->second);
|
|
OPENOBJ_BEGIN(id, AcDb::kForWrite, TDbPipe, pPipe);
|
|
if(pPipe != NULL)
|
|
{
|
|
pPipe->SetDnDiameter(it->second);
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
else
|
|
{
|
|
OPENOBJ_BEGIN(id, AcDb::kForRead, TDbPipe, pPipe);
|
|
if(pPipe != NULL)
|
|
{
|
|
iDn1 = (int)pPipe->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
|
|
double dNg(0);
|
|
DList<AcDbObjectId> lstPipe;
|
|
if(pListAll->m_lstNode.Length() == 1)
|
|
{
|
|
SSearchPipeList *pList = pListAll->m_lstNode[0]; //得到后节点
|
|
if(IsNeedCalc(pList))
|
|
{
|
|
//第一步， 得到后节点管件的当量
|
|
int iLen = pList->m_lstNode.Length();
|
|
|
|
int iNoCalc(0);
|
|
if(bOnlyFlow) //当量统计仅考虑水流情况
|
|
{
|
|
for(int j=0;j<iLen;j++){
|
|
SSearchPipeList *pListTmp = pList->m_lstNode[j];
|
|
if(!IsNeedCalc(pListTmp))
|
|
iNoCalc++;
|
|
}
|
|
iLen-=iNoCalc;
|
|
}
|
|
|
|
iLen++;
|
|
if(iLen > 2) //三通 四通
|
|
{
|
|
dNg = GetDangLenByCorner(iDn1);
|
|
}
|
|
else if(iLen == 2)
|
|
{
|
|
if(iNoCalc==0) //iNoCalc==0 表示不考虑水流情况下，实际情况就是2跟管。
|
|
{
|
|
SSearchPipeList *pListTmp = pList->m_lstNode[0];
|
|
it = m_mapPipeDN.find(pListTmp->m_ID);
|
|
if (it != m_mapPipeDN.end())
|
|
{
|
|
iDn2 = (int)(it->second);
|
|
OPENOBJ_BEGIN(pListTmp->m_ID, AcDb::kForWrite, TDbPipe, pPipe2);
|
|
if(pPipe2 != NULL)
|
|
{
|
|
pPipe2->SetDnDiameter(it->second);
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
else
|
|
{
|
|
OPENOBJ_BEGIN(pListTmp->m_ID, AcDb::kForRead, TDbPipe, pPipe2);
|
|
if(pPipe2 != NULL)
|
|
{
|
|
iDn2 = (int)pPipe2->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
|
|
if(Is2PipeParallel(pListTmp->m_ID, id)) //前后管是否平行
|
|
dNg = GetDangLenByTaiIn(iDn1, iDn2); //根据接头查当量长度
|
|
else
|
|
dNg = GetDangLenByElbow90(iDn1); //根据弯头查当量长度
|
|
}
|
|
}
|
|
//第二步， 看看和前节点是否存在变径
|
|
if(pListAll->m_pPrevious != NULL)
|
|
{
|
|
SSearchPipeList *pList2 = pListAll->m_pPrevious;
|
|
int iLen2 = pList2->m_lstNode.Length();
|
|
if(iLen2 > 1 || pList2->m_iType == 2) //肯定是个三通
|
|
{
|
|
if(pList2->m_pPrevious != NULL)
|
|
{
|
|
SSearchPipeList *pList3 = pList2->m_pPrevious;//得到前管
|
|
it = m_mapPipeDN.find(pList3->m_ID);
|
|
if (it != m_mapPipeDN.end())
|
|
{
|
|
iDn0 = (int)(it->second);
|
|
OPENOBJ_BEGIN(pList3->m_ID, AcDb::kForWrite, TDbPipe, pPipe2);
|
|
if(pPipe2 != NULL)
|
|
{
|
|
pPipe2->SetDnDiameter(it->second);
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
else
|
|
{
|
|
OPENOBJ_BEGIN(pList3->m_ID, AcDb::kForRead, TDbPipe, pPipe2);
|
|
if(pPipe2 != NULL)
|
|
{
|
|
iDn0 = (int)pPipe2->GetDnDiameter();
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
double dNg2 = GetDangLenByTaiIn(iDn0, iDn1); //异径接头
|
|
dNg += dNg2;
|
|
}
|
|
}
|
|
}
|
|
}
|
|
}
|
|
pListAll->m_nDang = dNg;
|
|
}
|
|
long len = pListAll->m_lstNode.Length();
|
|
for(long i = 0; i < len; i++)
|
|
{
|
|
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
|
DoCalcHydrantNg2(pList, bOnlyFlow);
|
|
}
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::UpdatePipeDn( const AcDbObjectId &idPipe, double dDn )
|
|
{
|
|
m_mapPipeDN[idPipe] = dDn;
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::OnOK()
|
|
{
|
|
UpdateData(TRUE);
|
|
ReCalc();
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::ResetList(SSearchPipeList *pListAll)
|
|
{
|
|
pListAll->m_nStartPress = 0;
|
|
pListAll->m_nPipeQ = 0;
|
|
long nLen = pListAll->m_lstNode.Length();
|
|
for(long i = 0; i < nLen; i++)
|
|
{
|
|
SSearchPipeList *pList = pListAll->m_lstNode[i];
|
|
ResetList(pList);
|
|
}
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::OnButtonShow()
|
|
{
|
|
m_wndGrid.ShowPipe();
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::OnBtnPress()
|
|
{
|
|
UpdateData(TRUE);
|
|
// 未构建节点压力关系
|
|
if (m_mapCalcedNodePress.empty())
|
|
{
|
|
ConstructNode();
|
|
}
|
|
|
|
// 计算节点压力并检查不符合压力条件的节点
|
|
std::map<AcDbObjectId,NODEPRESS>::iterator it;
|
|
std::map<AcDbObjectId,NODEPRESS>::iterator itEnd = m_mapCalcedNodePress.end();
|
|
m_vecIds.clear();
|
|
for (it = m_mapCalcedNodePress.begin(); it != itEnd; ++it)
|
|
{
|
|
it->second.dPress = it->second.pListClaced->m_nStartPress + it->second.dPressDiff;
|
|
double dd = it->second.dPress;
|
|
if (it->second.dPress > m_dPress)
|
|
{
|
|
m_vecIds.push_back(it->first);
|
|
}
|
|
}
|
|
|
|
// Dim();
|
|
|
|
if (m_vecIds.empty())
|
|
{
|
|
MessageBox(_T("消火栓皆满足压力要求!"));
|
|
return;
|
|
}
|
|
|
|
CString sTip;
|
|
sTip.Format(_T("共有%d组消火栓需减压稳压!"), m_vecIds.size());
|
|
MessageBox(sTip);
|
|
HideDialog(this, TRUE);
|
|
|
|
GetEntityColor();
|
|
SetTimer(1, 300, NULL);
|
|
|
|
TCHAR szTmp[256];
|
|
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
|
|
HideDialog(this, FALSE);
|
|
KillTimer(1);
|
|
ShowHydrant(false);
|
|
acedUpdateDisplay();
|
|
actrTransactionManager->flushGraphics();
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::ConstructNode()
|
|
{
|
|
std::stack<SSearchPipeList*> stackNode;
|
|
stackNode.push(m_pListAll);
|
|
SSearchPipeList *pTemp = NULL, *pList = NULL;
|
|
XPoint ptStart, ptEnd;
|
|
while(!stackNode.empty())
|
|
{
|
|
pTemp = stackNode.top();
|
|
stackNode.pop();
|
|
|
|
double dHeight = 0.0;
|
|
pList = NULL;
|
|
// 未参与计算消火栓
|
|
if ((pTemp->m_iType == 2) && (pTemp->m_csName == _T("")))
|
|
{
|
|
pList = pTemp->m_pPrevious;
|
|
double dPressDiff = 0.0;
|
|
while(pList != NULL && pList->m_csName == _T(""))
|
|
{
|
|
if (pList->m_iType == 0)
|
|
{
|
|
OPENOBJ_BEGIN(pList->m_ID, AcDb::kForRead, TDbPipe, pPipe);
|
|
if(pPipe != NULL)
|
|
{
|
|
ptStart = pPipe->StartPoint();
|
|
ptEnd = pPipe->EndPoint();
|
|
if(fabs(ptStart.x - ptEnd.x) < 0.001)
|
|
{
|
|
TPipeSys::FlowDirection sys = pPipe->GetFlowDir();
|
|
if (sys == TPipeSys::kFromEnd)
|
|
{
|
|
dHeight += (ptEnd.y - ptStart.y) / 1000;
|
|
}
|
|
else
|
|
{
|
|
dHeight += (ptStart.y - ptEnd.y) / 1000;
|
|
}
|
|
}
|
|
}
|
|
OPENOBJ_END();
|
|
}
|
|
pList = pList->m_pPrevious;
|
|
}
|
|
}
|
|
else if (pTemp->m_iType == 2 && pTemp->m_csName != _T(""))
|
|
{
|
|
pList = pTemp;
|
|
}
|
|
|
|
if (pList != NULL)
|
|
{
|
|
NODEPRESS node;
|
|
node.dPressDiff = dHeight;
|
|
node.pListClaced = pList;
|
|
node.pList = pTemp;
|
|
node.dPress = 0.0;
|
|
m_mapCalcedNodePress.insert(std::make_pair(pTemp->m_ID, node));
|
|
}
|
|
|
|
int nNum = pTemp->m_lstNode.Length();
|
|
for (int i = 0; i < nNum; ++i)
|
|
{
|
|
stackNode.push(pTemp->m_lstNode[i]);
|
|
}
|
|
}
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::ShowHydrant( bool bShow )
|
|
{
|
|
AcApDocument* pDoc = acDocManager->curDocument();
|
|
if (pDoc == NULL)
|
|
{
|
|
return;
|
|
}
|
|
acDocManager->lockDocument(pDoc, AcAp::kWrite);
|
|
|
|
Adesk::Int16 nColor = 6;
|
|
std::map<AcDbObjectId, Adesk::UInt16>::iterator itColor;
|
|
std::vector<AcDbObjectId>::const_iterator it;
|
|
std::vector<AcDbObjectId>::const_iterator itEnd = m_vecIds.end();
|
|
for (it = m_vecIds.begin(); it != itEnd; ++it)
|
|
{
|
|
TDbEquipment *pEquip = NULL;
|
|
acdbOpenObject(pEquip, *it, AcDb::kForWrite);
|
|
if (pEquip != NULL)
|
|
{
|
|
if (bShow)
|
|
{
|
|
pEquip->SetVisible(AcDb::kInvisible);
|
|
pEquip->setColorIndex(nColor);
|
|
}
|
|
else
|
|
{
|
|
pEquip->SetVisible(AcDb::kVisible);
|
|
if (m_mapColor.count(*it) > 0)
|
|
{
|
|
pEquip->setColorIndex(m_mapColor[*it]);
|
|
}
|
|
}
|
|
pEquip->close();
|
|
}
|
|
}
|
|
|
|
acedUpdateDisplay();
|
|
actrTransactionManager->flushGraphics();
|
|
acDocManager->unlockDocument(pDoc);
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::OnTimer(UINT_PTR nIDEvent)
|
|
{
|
|
ShowHydrant(m_bShow);
|
|
m_bShow = !m_bShow;
|
|
CDialog::OnTimer(nIDEvent);
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::GetEntityColor()
|
|
{
|
|
if (!m_mapColor.empty())
|
|
{
|
|
return;
|
|
}
|
|
|
|
std::vector<AcDbObjectId>::const_iterator it;
|
|
std::vector<AcDbObjectId>::const_iterator itEnd = m_vecIds.end();
|
|
for (it = m_vecIds.begin(); it != itEnd; ++it)
|
|
{
|
|
TDbEquipment *pEquip = NULL;
|
|
acdbOpenObject(pEquip, *it, AcDb::kForRead);
|
|
if (pEquip != NULL)
|
|
{
|
|
m_mapColor[*it] = pEquip->colorIndex();
|
|
pEquip->close();
|
|
}
|
|
}
|
|
}
|
|
|
|
// 测试使用
|
|
void CHydrantCalcDataDlg::Dim()
|
|
{
|
|
double dDist = 500;
|
|
if (DocGetCurMeterUnitDraw())
|
|
{
|
|
dDist = 0.5;
|
|
}
|
|
|
|
CString sPress;
|
|
std::map<AcDbObjectId,NODEPRESS>::iterator it;
|
|
std::map<AcDbObjectId,NODEPRESS>::iterator itEnd = m_mapCalcedNodePress.end();
|
|
for(it = m_mapCalcedNodePress.begin(); it != itEnd; ++it)
|
|
{
|
|
XPoint ptLoc;
|
|
TDbEquipment *pEquip = NULL;
|
|
acdbOpenObject(pEquip, it->first, AcDb::kForRead);
|
|
if (pEquip != NULL)
|
|
{
|
|
ptLoc = pEquip->GetLocation();
|
|
pEquip->close();
|
|
}
|
|
ptLoc += AcGeVector3d::kXAxis * dDist;
|
|
|
|
AcDbText *pText = new AcDbText;
|
|
pText->setHeight(500);
|
|
pText->setPosition(ptLoc);
|
|
sPress.Format(_T("%.3f"), it->second.dPress);
|
|
pText->setTextString(sPress);
|
|
AddToCurrentSpace(pText, Adesk::kTrue);
|
|
}
|
|
}
|
|
|
|
void CHydrantCalcDataDlg::OnBtnSheet()
|
|
{
|
|
UpdateData(TRUE);
|
|
HideDialog(this, TRUE);
|
|
XPoint pt;
|
|
if(acedGetPoint(NULL, _T("\n点取表格左上角位置:<返回>"), pt) != RTNORM)
|
|
{
|
|
HideDialog(this, FALSE);
|
|
return;
|
|
}
|
|
|
|
double nTextSize = g_nSheetHeight;
|
|
double nTableHeight = g_nSheetHeight+2;
|
|
|
|
AcDbObjectId idTextStyle=InitTwtTextStyle(g_csSheetStyle);
|
|
TDbSheet *pSheet = new TDbSheet;
|
|
|
|
TGridStyle gridStyle;
|
|
gridStyle.SetOverrideAll(TRUE);
|
|
gridStyle.SetTextHeight(nTextSize);
|
|
gridStyle.SetTextStyleId(idTextStyle);
|
|
|
|
TSheetTitle &title=pSheet->GetTitle();
|
|
title.SetHeight(nTextSize);
|
|
title.SetText(_T("消防计算表"));
|
|
|
|
TGridStyle &gridStyle2=title.GetGridStyle();
|
|
gridStyle2.SetTextHeight(nTextSize);
|
|
gridStyle2.SetTextStyleId(idTextStyle);
|
|
|
|
TDividerStyle &style=title.GetDividerStyle();
|
|
style.SetDividerFlag(TDividerStyle::kNone);
|
|
|
|
gridStyle.SetHorMode(AcDb::kTextCenter);
|
|
gridStyle.SetVerMode(AcDb::kTextVertMid);
|
|
gridStyle.SetLineSpaceFactor(0.2);
|
|
gridStyle.SetTextWrap(FALSE);
|
|
pSheet->SetGridStyle(gridStyle);
|
|
pSheet->SetRowHeight(nTableHeight);
|
|
pSheet->SetLayoutRotation(Ucs2Wcs(0.0));
|
|
pSheet->SetLocation(Ucs2Wcs(pt));
|
|
int nAllRow = (int)m_wndGrid.GetRowNum();
|
|
pSheet->InitSheet(nAllRow + 1, 10, nTableHeight, 50);
|
|
|
|
TDividerStyle &styleBorder = pSheet->GetBorderStyle();
|
|
styleBorder.SetLineWidth(0.2);
|
|
TSheetRow *pRow = pSheet->GetRow(0);
|
|
if (pRow != NULL)
|
|
{
|
|
TDividerStyle &styleRow = pRow->GetDividerStyle();
|
|
styleRow.SetLineWidth(0.2);
|
|
styleRow.SetDividerFlag(TDividerStyle::kLocal);
|
|
}
|
|
|
|
pSheet->SetLocation(Ucs2Wcs(pt));
|
|
XPoint ptex = pSheet->GetExtents(FALSE);
|
|
|
|
TSheetColumn column;
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(0, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(1, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(2, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(3, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(4, column);
|
|
column.SetWidth(15);
|
|
pSheet->SetColumnAt(5, column);
|
|
column.SetWidth(25);
|
|
pSheet->SetColumnAt(6, column);
|
|
column.SetWidth(15);
|
|
pSheet->SetColumnAt(7, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(8, column);
|
|
column.SetWidth(20);
|
|
pSheet->SetColumnAt(9, column);
|
|
|
|
TGridCell &cell01=*(*pSheet)(0, 0);
|
|
cell01.SetText(_T("管段名称"));
|
|
|
|
TGridCell &cell02=*(*pSheet)(0, 1);
|
|
cell02.SetText(_T("起点压力"));
|
|
|
|
TGridCell &cell03=*(*pSheet)(0, 2);
|
|
cell03.SetText(_T("流量L/s"));
|
|
|
|
TGridCell &cell04=*(*pSheet)(0, 3);
|
|
cell04.SetText(_T("管长(m)"));
|
|
|
|
TGridCell &cell05=*(*pSheet)(0, 4);
|
|
cell05.SetText(_T("当量"));
|
|
|
|
TGridCell &cell06=*(*pSheet)(0, 5);
|
|
cell06.SetText(_T("管径(mm)"));
|
|
|
|
TGridCell &cell07=*(*pSheet)(0, 6);
|
|
cell07.SetText(_T("水力坡降"));
|
|
|
|
TGridCell &cell08=*(*pSheet)(0, 7);
|
|
cell08.SetText(_T("流速m/s"));
|
|
|
|
TGridCell &cell09=*(*pSheet)(0, 8);
|
|
cell09.SetText(_T("损失mH2O"));
|
|
|
|
TGridCell &cell010=*(*pSheet)(0, 9);
|
|
cell010.SetText(_T("终点压力"));
|
|
|
|
for(int j = 1; j < m_wndGrid.GetRowNum() + 1; j++)
|
|
{
|
|
for (int i = 0; i < m_wndGrid.GetColNum(); i++)
|
|
{
|
|
TGridCell &Cell=*(*pSheet)(j, i);
|
|
CString sText = m_wndGrid.GetCell(j-1,i).GetText().cs();
|
|
Cell.SetText(sText);
|
|
}
|
|
}
|
|
|
|
pSheet->AddToCSpace(TRUE);
|
|
TCHAR szTmp[32];
|
|
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
|
|
HideDialog(this, FALSE);
|
|
}
|