1827 lines
47 KiB
C++
1827 lines
47 KiB
C++
#include "stdafx.h"
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#include "shs_outdoor.h"
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#include "SiphonRainwaterCalcDlg.h"
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#include "TWordFormulasTemplet.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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#include"TGAs.h"
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CSiphonRainwaterCalcGrid::CSiphonRainwaterCalcGrid()
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{
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m_pWnd = NULL;
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}
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void CSiphonRainwaterCalcGrid::OnCellComboString(WDGridCell&cell,CComboBox&combo)
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{
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if(cell.GetColIndex()==3)
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{
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XString fullFile;
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if(!FindFile(_T("pipe.dbf"), fullFile))
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{
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acutPrintf(_T("对不起，没有发现pipe.dbf文件！"));
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return;
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}
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CodeBase db;
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db.read_only = 1;
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XDbfTable *pTable = db.Open(fullFile);
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if(!pTable)
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return;
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CString strMaterial, strDn;
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std::set<double> data;
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for(pTable->MoveFirst(); !pTable->IsEOF(); pTable->MoveNext())
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{
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GET_FIELD(pTable, _T("Gc"), strMaterial);
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if (strMaterial.Compare(m_strPipeMaterial) != 0)
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{
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continue;
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}
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GET_FIELD(pTable, _T("Dn"), strDn);
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data.insert(_tstof(strDn));
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}
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pTable->Close();
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std::set<double>::iterator it;
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for(it = data.begin(); it != data.end(); it++)
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{
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double dVal = *it;
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if (dVal >= 50 && dVal <= 300)
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{
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CString str;
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str.Format(_T("%.0f"), dVal);
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combo.AddString(str);
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}
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}
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}
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}
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void CSiphonRainwaterCalcGrid::SetPipeMaterial(const CString& strMaterial)
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{
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m_strPipeMaterial = strMaterial;
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}
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void CSiphonRainwaterCalcGrid::SetWnd(CSiphonRainwaterCalcDlg* pWnd)
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{
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m_pWnd = pWnd;
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}
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void CSiphonRainwaterCalcGrid::OnDblClick(WDGridRow&row)
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{
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if (m_pWnd != NULL)
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{
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m_pWnd->DblClickLst();
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}
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}
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bool CSiphonRainwaterCalcGrid::OnModified(WDGridCell&cell,CString &text)
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{
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long i = cell.GetColIndex();
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if (i == 3 && m_pWnd != NULL)
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{
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m_pWnd->UpDatePipeDia(cell.GetRowIndex(), text);
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}
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else if (i == 6 && m_pWnd != NULL)
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{
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m_pWnd->UpDateT(cell.GetRowIndex(), text);
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}
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return true;
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}
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void CSiphonRainwaterCalcGrid::SetData(std::set<int> &data)
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{
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m_setRow = data;
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}
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std::set<int>& CSiphonRainwaterCalcGrid::GetData()
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{
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return m_setRow;
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}
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void CSiphonRainwaterCalcGrid::OnBeforeRefresh(WDGridCell &cell)
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{
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if(cell.GetColIndex() == 4)
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{
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std::set<int>::iterator it;
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it = m_setRow.find(cell.GetRowIndex());
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if(it != m_setRow.end())
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{
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CDC&dc=GetDC();
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COLORREF color=acedGetRGB(6);
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dc.SetTextColor(color);
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dc.SetBkMode(TRANSPARENT);
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}
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else
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WDGrid::OnBeforeRefresh(cell);
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}
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else
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WDGrid::OnBeforeRefresh(cell);
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}
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extern int GetPipeMaterialType(const CString &strMaterial);
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CString CSiphonRainwaterCalcDlg::m_strWndCmbT = _T("10");
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CSiphonRainwaterCalcDlg::CSiphonRainwaterCalcDlg(CWnd* pParent /*=NULL*/)
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: CDialog(CSiphonRainwaterCalcDlg::IDD, pParent)
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{
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//{{AFX_DATA_INIT(CSiphonRainwaterCalcDlg)
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m_dWndEdtDelta = 0.0;
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//}}AFX_DATA_INIT
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m_bExistPlan2Sys = FALSE;
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}
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void CSiphonRainwaterCalcDlg::DoDataExchange(CDataExchange* pDX)
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{
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CDialog::DoDataExchange(pDX);
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//{{AFX_DATA_MAP(CSiphonRainwaterCalcDlg)
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DDX_Control(pDX, IDC_LIST1, m_listCtrl);
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DDX_CBString(pDX, IDC_COMBOTEMPERATURE, m_strWndCmbT);
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DDX_Text(pDX, IDC_EDT_ROUGHNESS, m_dWndEdtDelta);
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//}}AFX_DATA_MAP
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}
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BEGIN_MESSAGE_MAP(CSiphonRainwaterCalcDlg, CDialog)
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//{{AFX_MSG_MAP(CSiphonRainwaterCalcDlg)
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ON_BN_CLICKED(IDC_BUTTON_TABALE, OnButtonTabale)
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ON_BN_CLICKED(IDC_BUTTON_HIDE, OnButtonHide)
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ON_BN_CLICKED(IDC_BUTTON_CALC, OnButtonCalc)
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ON_BN_CLICKED(IDC_BUTTON_CHECK, OnButtonCheck)
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ON_BN_CLICKED(IDC_BUTTON_WORD, OnButtonWord)
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//}}AFX_MSG_MAP
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END_MESSAGE_MAP()
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void CSiphonRainwaterCalcDlg::SetSiphonInfo(std::vector<SIPHONINFO> &data)
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{
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m_vecData = data;
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}
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BOOL CSiphonRainwaterCalcDlg::OnInitDialog()
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{
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CDialog::OnInitDialog();
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CRect rect;
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m_listCtrl.GetWindowRect(&rect);
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ScreenToClient(&rect);
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m_listCtrl.Clear();
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m_listCtrl.Create(this, IDC_LIST1);
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m_listCtrl.SetPipeMaterial(m_strPipeMaterial);
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m_listCtrl.SetNoDefaultMenu();
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m_listCtrl.SetNoAppendButton();
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long nWidth = rect.Width() / 20;
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COLORREF color = RGB(255,0,0);
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m_listCtrl.AppendCol(_T("管段"), nWidth);
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m_listCtrl.AppendCol(_T("流量L/s"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("管长(m)"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("管径(mm)"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("流速m/s"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("沿损kPa"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("局阻系数"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("局损(kPa)"), 2.0 * nWidth);
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m_listCtrl.AppendCol(_T("总损失(kPa)"), 2 * nWidth);
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m_listCtrl.AppendCol(_T("∑总损失(kPa)"), 2.5 * nWidth);
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m_listCtrl.AppendCol(_T("高差(m)"), 1.5 * nWidth);
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m_listCtrl.AppendCol(_T("压力(kPa)"), 1.5 * nWidth);
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m_listCtrl.GetCol(0).SetCenterAlign(true);
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m_listCtrl.GetCol(1).SetCenterAlign(true);
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m_listCtrl.GetCol(2).SetCenterAlign(true);
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m_listCtrl.GetCol(3).SetCenterAlign(true);
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m_listCtrl.GetCol(4).SetCenterAlign(true);
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m_listCtrl.GetCol(5).SetCenterAlign(true);
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m_listCtrl.GetCol(6).SetCenterAlign(true);
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m_listCtrl.GetCol(7).SetCenterAlign(true);
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m_listCtrl.GetCol(8).SetCenterAlign(true);
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m_listCtrl.GetCol(9).SetCenterAlign(true);
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m_listCtrl.GetCol(10).SetCenterAlign(true);
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m_listCtrl.GetCol(11).SetCenterAlign(true);
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m_listCtrl.GetCol(3).SetComboEdit();
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m_listCtrl.GetCol(0).SetReadOnly(true);
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m_listCtrl.GetCol(1).SetReadOnly(true);
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m_listCtrl.GetCol(2).SetReadOnly(true);
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m_listCtrl.GetCol(4).SetReadOnly(true);
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m_listCtrl.GetCol(5).SetReadOnly(true);
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m_listCtrl.GetCol(7).SetReadOnly(true);
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m_listCtrl.GetCol(8).SetReadOnly(true);
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m_listCtrl.GetCol(9).SetReadOnly(true);
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m_listCtrl.GetCol(10).SetReadOnly(true);
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m_listCtrl.GetCol(11).SetReadOnly(true);
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m_listCtrl.GetCol(3).SetTextColor(RGB(255,0,0));
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m_listCtrl.GetCol(6).SetTextColor(RGB(255,0,0));
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m_listCtrl.GetCol(4).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(5).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(7).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(8).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(9).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(10).SetTextColor(RGB(0,0,255));
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m_listCtrl.GetCol(11).SetTextColor(RGB(0,0,255));
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m_listCtrl.FitLastCol();
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m_listCtrl.SetWnd(this);
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std::vector<SIPHONINFO>::iterator it;
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int nIdex = 0;
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for(it = m_vecData.begin(); it != m_vecData.end(); it++)
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{
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if ((*it).nType == 1)
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{
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continue;
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}
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m_listCtrl.AppendRow();
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}
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int nType = GetPipeMaterialType(m_strPipeMaterial);
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if (nType == 0)
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{
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m_dWndEdtDelta = 0.007;
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}
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else if (nType == 1)
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{
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m_dWndEdtDelta = 0.015;
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}
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else if (nType == 2)
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{
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m_dWndEdtDelta = 0.15;
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}
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UpdateData(FALSE);
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ResetList();
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UpdateData(FALSE);
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return TRUE;
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}
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void CSiphonRainwaterCalcDlg::CleanUseless0(CString &strText)
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{
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int nIndex = -1;
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nIndex = strText.Find(_T("."));
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if (nIndex != -1)
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{
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strText.TrimRight(_T("0"));
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strText.TrimRight(_T("."));
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}
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}
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void CSiphonRainwaterCalcDlg::ResetList()
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{
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UpdataInfo();
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std::vector<SIPHONINFO>::iterator it;
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int nIdex = 0;
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for(it = m_vecData.begin(); it != m_vecData.end(); it++)
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{
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if ((*it).nType == 1)
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{
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continue;
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}
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CString strDia, strLen, strEle, strQ, strT;
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strDia.Format(_T("%f"), (*it).dPipeDia);
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strLen.Format(_T("%.2f"), (*it).dLen);
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strEle.Format(_T("%f"), (*it).dEle);
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strQ.Format(_T("%f"), (*it).dQ);
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strT.Format(_T("%f"), (*it).dT);
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CleanUseless0(strDia);
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CleanUseless0(strEle);
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CleanUseless0(strQ);
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CleanUseless0(strT);
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m_listCtrl.GetCell(nIdex, 0).SetText((*it).strName); //名称
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m_listCtrl.GetCell(nIdex, 3).SetText(strDia); //管径
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m_listCtrl.GetCell(nIdex, 2).SetText(strLen); //管长
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m_listCtrl.GetCell(nIdex, 10).SetText(strEle); //高差
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m_listCtrl.GetCell(nIdex, 1).SetText(strQ); //流量
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m_listCtrl.GetCell(nIdex, 6).SetText(strT); //局部阻力系数
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//流速
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CString strV;
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strV.Format(_T("%.3f"), (*it).dv);
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m_listCtrl.GetCell(nIdex, 4).SetText(strV);
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//沿程阻力损失
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CString strHf;
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strHf.Format(_T("%.3f"), (*it).dhf);
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m_listCtrl.GetCell(nIdex, 5).SetText(strHf);
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//局部阻力损失
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CString strHj;
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strHj.Format(_T("%.3f"), (*it).dhj);
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m_listCtrl.GetCell(nIdex, 7).SetText(strHj);
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//总阻力损失
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CString strH;
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strH.Format(_T("%.3f"), (*it).dH);
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m_listCtrl.GetCell(nIdex, 8).SetText(strH);
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//∑总阻力损失
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CString strH2;
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strH2.Format(_T("%.3f"), (*it).dH2);
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m_listCtrl.GetCell(nIdex, 9).SetText(strH2);
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//压力
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CString strP;
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strP.Format(_T("%.3f"), (*it).dP);
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m_listCtrl.GetCell(nIdex, 11).SetText(strP);
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++nIdex;
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}
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m_listCtrl.Invalidate();
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}
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void CSiphonRainwaterCalcDlg::SetPipeMaterial(const CString& strMaterial)
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{
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m_strPipeMaterial = strMaterial;
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}
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double CSiphonRainwaterCalcDlg::GetU()
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{
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UpdateData(TRUE);
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double dU = 0.0;
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double dT = _tstof(m_strWndCmbT);
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if (dT < 0)
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{
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dU = 1.785*1e-6;
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}
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else if (dT >= 0 && dT <= 5)
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{
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dU = 1.785*1e-6 - (dT - 0) * (1.785*1e-6 - 1.519*1e-6)/(5 - 0);
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}
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else if (dT >= 5 && dT <= 10)
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{
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dU = 1.519*1e-6 - (dT - 5) * (1.519*1e-6 - 1.306*1e-6)/(10 - 5);
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}
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else if (dT >= 10 && dT <= 15)
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{
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dU = 1.306*1e-6 - (dT - 10) * (1.306*1e-6 - 1.139*1e-6)/(15 - 10);
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}
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else if (dT >= 15 && dT <= 20)
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{
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dU = 1.139*1e-6 - (dT - 15) * (1.139*1e-6 - 1.003*1e-6)/(20 - 15);
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}
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else if (dT >= 20 && dT <= 25)
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{
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dU = 1.003*1e-6 - (dT - 20) * (1.003*1e-6 - 0.893*1e-6)/(25 - 20);
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}
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else if (dT >= 25 && dT <= 30)
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{
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dU = 0.893*1e-6 - (dT - 25) * (0.893*1e-6 - 0.800*1e-6)/(30 - 25);
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}
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else if (dT >= 30 && dT <= 40)
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{
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dU = 0.800*1e-6 - (dT - 30) * (0.800*1e-6 - 0.658*1e-6)/(40 - 30);
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}
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else if (dT >= 40 && dT <= 50)
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{
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dU = 0.658*1e-6 - (dT - 40) * (0.658*1e-6 - 0.553*1e-6)/(50 - 40);
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}
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else if (dT >= 50 && dT <= 60)
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{
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dU = 0.553*1e-6 - (dT - 50) * (0.553*1e-6 - 0.474*1e-6)/(60 - 50);
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}
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else if (dT >= 60 && dT <= 70)
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{
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dU = 0.474*1e-6 - (dT - 60) * (0.474*1e-6 - 0.413*1e-6)/(70 - 60);
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}
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else if (dT >= 70 && dT <= 80)
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{
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dU = 0.413*1e-6 - (dT - 70) * (0.413*1e-6 - 0.364*1e-6)/(80 - 70);
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}
|
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else if (dT >= 80 && dT <= 90)
|
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{
|
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dU = 0.364*1e-6 - (dT - 80) * (0.364*1e-6 - 0.326*1e-6)/(90 - 80);
|
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}
|
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else if (dT >= 90 && dT <= 100)
|
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{
|
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dU = 0.326*1e-6 - (dT - 90) * (0.326*1e-6 - 0.294*1e-6)/(100 - 90);
|
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}
|
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else
|
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{
|
||
dU = 0.294 * 1e-6;
|
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}
|
||
|
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return dU;
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::OnButtonTabale()
|
||
{
|
||
UpdateData(TRUE);
|
||
HideDialog(this, TRUE);
|
||
XPoint pt;
|
||
if(acedGetPoint(NULL, _T("\n点取表格左上角位置"), pt) != RTNORM)
|
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{
|
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HideDialog(this, FALSE);
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return;
|
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}
|
||
|
||
double CSiphonRainwaterCalcGrid = g_nSheetHeight; //字高
|
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double nTableHeight = g_nSheetHeight+2;
|
||
|
||
AcDbObjectId idTextStyle=InitTwtTextStyle(g_csSheetStyle);
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TDbSheet *pSheet = new TDbSheet;
|
||
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TGridStyle gridStyle;
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||
gridStyle.SetOverrideAll(TRUE);
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||
gridStyle.SetTextHeight(CSiphonRainwaterCalcGrid);
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gridStyle.SetTextStyleId(idTextStyle);
|
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TSheetTitle &title=pSheet->GetTitle();
|
||
title.SetHeight(7.0);
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||
title.SetText(_T("虹吸雨水计算表"));
|
||
TGridStyle &gridStyle2=title.GetGridStyle();
|
||
gridStyle2.SetTextHeight(CSiphonRainwaterCalcGrid);
|
||
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_listCtrl.GetRowNum();
|
||
|
||
pSheet->InitSheet(nAllRow + 1, 12, nTableHeight, 50);
|
||
TSheetColumn column;
|
||
column.SetWidth(15); //管段名称
|
||
pSheet->SetColumnAt(0, column);
|
||
column.SetWidth(20); //流量
|
||
pSheet->SetColumnAt(1, column);
|
||
column.SetWidth(15); //管长
|
||
pSheet->SetColumnAt(2, column);
|
||
column.SetWidth(20); //管径
|
||
pSheet->SetColumnAt(3, column);
|
||
column.SetWidth(20); //流速
|
||
pSheet->SetColumnAt(4, column);
|
||
column.SetWidth(30); //沿程阻力损失
|
||
pSheet->SetColumnAt(5, column);
|
||
column.SetWidth(20); //局部阻力系数
|
||
pSheet->SetColumnAt(6, column);
|
||
column.SetWidth(30); //局部阻力损失
|
||
pSheet->SetColumnAt(7, column);
|
||
column.SetWidth(30); //总阻力损失
|
||
pSheet->SetColumnAt(8, column);
|
||
column.SetWidth(30); //Σ总阻力损失
|
||
pSheet->SetColumnAt(9, column);
|
||
column.SetWidth(30); //高差
|
||
pSheet->SetColumnAt(10, column);
|
||
column.SetWidth(20); //压力
|
||
pSheet->SetColumnAt(11, column);
|
||
|
||
TGridCell &cell=*(*pSheet)(0, 0);
|
||
cell.SetText(_T("管段名称"));
|
||
TGridCell &cell2=*(*pSheet)(0, 1);
|
||
cell2.SetText(_T("流量（L/s）"));
|
||
TGridCell &cell3=*(*pSheet)(0, 2);
|
||
cell3.SetText(_T("管长（m）"));
|
||
TGridCell &cell4=*(*pSheet)(0, 3);
|
||
cell4.SetText(_T("管径（mm）"));
|
||
TGridCell &cell5=*(*pSheet)(0, 4);
|
||
cell5.SetText(_T("流速（m/s）"));
|
||
TGridCell &cell6=*(*pSheet)(0, 5);
|
||
cell6.SetText(_T("沿程阻力损失（kPa）"));
|
||
TGridCell &cell7=*(*pSheet)(0, 6);
|
||
cell7.SetText(_T("局部阻力系数"));
|
||
TGridCell &cell8=*(*pSheet)(0, 7);
|
||
cell8.SetText(_T("局部阻力损失（kPa）"));
|
||
TGridCell &cell9=*(*pSheet)(0, 8);
|
||
cell9.SetText(_T("总阻力损失（kPa）"));
|
||
TGridCell &cell10=*(*pSheet)(0, 9);
|
||
cell10.SetText(_T("Σ总阻力损失（kPa）"));
|
||
TGridCell &cell11=*(*pSheet)(0, 10);
|
||
cell11.SetText(_T("高差（m）"));
|
||
TGridCell &cell12=*(*pSheet)(0, 11);
|
||
cell12.SetText(_T("压力（kPa）"));
|
||
|
||
for(int i = 0; i < nAllRow; i++)
|
||
{
|
||
TGridCell &Cell11=*(*pSheet)(i+1, 0);
|
||
Cell11.SetText(m_listCtrl.GetCell(i, 0).GetText());
|
||
|
||
TGridCell &Cell12=*(*pSheet)(i+1, 1);
|
||
Cell12.SetText(m_listCtrl.GetCell(i, 1).GetText());
|
||
|
||
TGridCell &Cell13=*(*pSheet)(i+1, 2);
|
||
Cell13.SetText(m_listCtrl.GetCell(i, 2).GetText());
|
||
|
||
TGridCell &Cell14=*(*pSheet)(i+1, 3);
|
||
Cell14.SetText(m_listCtrl.GetCell(i, 3).GetText());
|
||
|
||
TGridCell &Cell15=*(*pSheet)(i+1, 4);
|
||
Cell15.SetText(m_listCtrl.GetCell(i, 4).GetText());
|
||
|
||
TGridCell &Cell16=*(*pSheet)(i+1, 5);
|
||
Cell16.SetText(m_listCtrl.GetCell(i, 5).GetText());
|
||
|
||
TGridCell &Cell17=*(*pSheet)(i+1, 6);
|
||
Cell17.SetText(m_listCtrl.GetCell(i, 6).GetText());
|
||
|
||
TGridCell &Cell18=*(*pSheet)(i+1, 7);
|
||
Cell18.SetText(m_listCtrl.GetCell(i, 7).GetText());
|
||
|
||
TGridCell &Cell19=*(*pSheet)(i+1, 8);
|
||
Cell19.SetText(m_listCtrl.GetCell(i, 8).GetText());
|
||
|
||
TGridCell &Cell110=*(*pSheet)(i+1, 9);
|
||
Cell110.SetText(m_listCtrl.GetCell(i, 9).GetText());
|
||
|
||
TGridCell &Cell111=*(*pSheet)(i+1, 10);
|
||
Cell111.SetText(m_listCtrl.GetCell(i, 10).GetText());
|
||
|
||
TGridCell &Cell112=*(*pSheet)(i+1, 11);
|
||
Cell112.SetText(m_listCtrl.GetCell(i, 11).GetText());
|
||
|
||
}
|
||
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);
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::UpdataInfo()
|
||
{
|
||
UpdateData(TRUE);
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
double dU = GetU();
|
||
int nNum = -1; //记录上一管段号
|
||
double dTotal = 0.0; //记录前一管段总损失
|
||
for(it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
|
||
//流速
|
||
double dDia = GetPipeDjByDn(m_strPipeMaterial, (int)(*it).dPipeDia);
|
||
double dv = 4 * (*it).dQ / (PI * dDia * dDia * 1000);
|
||
(*it).dv = dv;
|
||
|
||
//沿程阻力损失
|
||
double dRes1 = 0.0, dRes2 = 0.0;
|
||
double dRe = dv * dDia / dU;
|
||
double dA = 0.0; //管道沿程阻力损失系数λ
|
||
for(double i = 0; i <= 1; i += 5 * 1e-6)
|
||
{
|
||
dRes1 = 1.0 / sqrt(i);
|
||
dRes2 = -2 * log10(m_dWndEdtDelta / (3.7 * dDia * 1000) + 2.51 / (dRe * sqrt(i)));
|
||
|
||
if (fabs(dRes1 - dRes2) < 1e-3)
|
||
{
|
||
dA = i;
|
||
break;
|
||
}
|
||
}
|
||
double dhf = dA * ((*it).dLen / dDia) * (dv * dv / (2 * 9.81)) * 10;
|
||
(*it).dhf = dhf;
|
||
(*it).dA = dA;
|
||
|
||
//局部阻力损失
|
||
double dhj = (*it).dT * 5 * dv * dv * 0.1;
|
||
(*it).dhj = dhj;
|
||
|
||
//总阻力损失
|
||
double dH = dhf + dhj;
|
||
(*it).dH = dH;
|
||
|
||
//∑总阻力损失
|
||
double dH2 = 0.0;
|
||
int nCurNum = (int)_tstof((*it).strName);
|
||
if (nNum == -1)
|
||
{
|
||
dH2 = dH;
|
||
nNum = nCurNum;
|
||
dTotal = dH2;
|
||
}
|
||
else if (nCurNum - nNum == 1) //与前段管道号码相差1，加上前段管段的∑总阻力损失
|
||
{
|
||
dH2 = dH + dTotal;
|
||
nNum = nCurNum;
|
||
dTotal = dH2;
|
||
}
|
||
else
|
||
{
|
||
dH2 = dH;
|
||
nNum = nCurNum;
|
||
dTotal = dH2;
|
||
}
|
||
|
||
(*it).dH2 = dH2;
|
||
|
||
//压力
|
||
double dP = 98.1 * (*it).dEle - 5 * dv * dv - dH2 * 10;
|
||
dP *= 0.1;
|
||
(*it).dP = dP;
|
||
}
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::SetMapInfo(std::map<AcDbObjectId, AcDbObjectId> &mapPipe, std::map<AcDbObjectId, AcDbObjectId> &mapDim, std::map<AcDbObjectId, AcDbObjectId> &map2PipeId)
|
||
{
|
||
m_mapPipe = mapPipe;
|
||
m_mapDim = mapDim;
|
||
m_map2PipeId = map2PipeId;
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::OnButtonHide()
|
||
{
|
||
UpdateData(TRUE);
|
||
int nIndex = m_listCtrl.GetCurRowIndex();
|
||
if (nIndex == -1 || !m_bExistPlan2Sys)
|
||
{
|
||
return;
|
||
}
|
||
HideDialog(this, TRUE);
|
||
|
||
AcDbObjectId idPipe = GetPipeId(nIndex);
|
||
ShowPipe(idPipe);
|
||
|
||
TCHAR szTmp[32];
|
||
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
|
||
HideDialog(this, FALSE);
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::SetPlan2Sys(BOOL bExist)
|
||
{
|
||
m_bExistPlan2Sys = bExist;
|
||
}
|
||
|
||
|
||
AcDbObjectId CSiphonRainwaterCalcDlg::GetPipeId(int nIndex)
|
||
{
|
||
AcDbObjectId idPipe;
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
int i = 0; //第几行管段
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
|
||
if (i == nIndex)
|
||
{
|
||
idPipe = (*it).id;
|
||
break;
|
||
}
|
||
++i;
|
||
}
|
||
|
||
std::map<AcDbObjectId, AcDbObjectId>::iterator it2;
|
||
it2 = m_mapPipe.find(idPipe);
|
||
if (it2 != m_mapPipe.end())
|
||
{
|
||
idPipe = (*it2).second;
|
||
}
|
||
else
|
||
{
|
||
idPipe.setNull();
|
||
}
|
||
|
||
return idPipe;
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::ShowPipe(AcDbObjectId &idPipe)
|
||
{
|
||
TDbPipe *pPipe = NULL;
|
||
acdbOpenObject(pPipe, idPipe, AcDb::kForRead);
|
||
if (pPipe != NULL)
|
||
{
|
||
XPoint ptCen, p1, p2, p3, p4;
|
||
ptCen = pPipe->MidPoint();
|
||
double nDist = pPipe->Length()*2000;
|
||
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);
|
||
pPipe->close();
|
||
}
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::DblClickLst()
|
||
{
|
||
OnButtonHide();
|
||
}
|
||
|
||
extern CString GetDimInfo(std::vector<SIPHONINFO> &data, const AcDbObjectId &id);
|
||
void CSiphonRainwaterCalcDlg::UpDatePipeDia(long nIndex, CString &strText)
|
||
{
|
||
UpdateData(TRUE);
|
||
//更新管段管径
|
||
AcDbObjectId idPipe1, idPipe2;
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
int i = 0; //表格第几行管段
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
|
||
if (i == nIndex)
|
||
{
|
||
idPipe1 = (*it).id; //原图管段
|
||
break;
|
||
}
|
||
++i;
|
||
}
|
||
|
||
if (it == m_vecData.end())
|
||
{
|
||
return;
|
||
}
|
||
|
||
std::map<AcDbObjectId, AcDbObjectId>::iterator it2;
|
||
it2 = m_mapPipe.find(idPipe1);
|
||
if (it2 == m_mapPipe.end())
|
||
{
|
||
return;
|
||
}
|
||
idPipe2 = (*it2).second; //系统图管段
|
||
double dDia = _tstof(strText);
|
||
UpDatePipeDia(idPipe1, dDia);
|
||
UpDatePipeDia(idPipe2, dDia);
|
||
|
||
// cet 2011.7.6 add 更新倒角管径
|
||
it2 = m_mapChamferPipe.find(idPipe1);
|
||
if (it2 != m_mapChamferPipe.end())
|
||
{
|
||
AcDbObjectId id1 = (*it2).second;
|
||
UpDatePipeDia(id1, dDia);
|
||
it2 = m_mapPipe.find(id1); // 系统图对应的倒角管段
|
||
if (it2 != m_mapPipe.end())
|
||
{
|
||
UpDatePipeDia((*it2).second, dDia);
|
||
}
|
||
|
||
}
|
||
|
||
it2 = m_mapDim.find(idPipe1);
|
||
if (it2 != m_mapDim.end()) //更新管道标注
|
||
{
|
||
CString strContext;
|
||
std::vector<SIPHONINFO>::iterator it3;
|
||
for (it3 = m_vecData.begin(); it3 != m_vecData.end(); it3++)
|
||
{
|
||
if ((*it3).id == idPipe1)
|
||
{
|
||
(*it3).dPipeDia = dDia; //更新管径
|
||
strContext = GetDimInfo(m_vecData, idPipe1);
|
||
break;
|
||
}
|
||
}
|
||
AcDbMText *pText = NULL;
|
||
acdbOpenObject(pText, (*it2).second, AcDb::kForWrite);
|
||
if (pText != NULL)
|
||
{
|
||
pText->setContents(strContext);
|
||
pText->close();
|
||
}
|
||
}
|
||
|
||
//管径改变时，更新计算局部阻力系数时需要考虑变径的管段的局部阻力系数
|
||
AcDbObjectId id2 = (*it).id2;
|
||
if (id2.isValid())
|
||
{
|
||
if (ComparePipeDia(idPipe1, id2) != 0 && !(*it).bDia)
|
||
{
|
||
(*it).bDia = true;
|
||
(*it).dT += 0.4;
|
||
}
|
||
else if (ComparePipeDia((*it).id, id2) == 0 && (*it).bDia)
|
||
{
|
||
(*it).bDia = false;
|
||
(*it).dT -= 0.4;
|
||
}
|
||
}
|
||
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
AcDbObjectId id3 = (*it).id2;
|
||
if (id3 == idPipe1)
|
||
{
|
||
if (ComparePipeDia((*it).id, id3) != 0 && !(*it).bDia)
|
||
{
|
||
(*it).bDia = true;
|
||
(*it).dT += 0.4;
|
||
}
|
||
else if (ComparePipeDia((*it).id, id3) == 0 && (*it).bDia)
|
||
{
|
||
(*it).bDia = false;
|
||
(*it).dT -= 0.4;
|
||
}
|
||
}
|
||
}
|
||
m_listCtrl.GetCell(nIndex, 3).SetText(strText);
|
||
UpdateData(FALSE);
|
||
ResetList();
|
||
UpdateData(FALSE);
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::UpDatePipeDia(AcDbObjectId &id, double dDia)
|
||
{
|
||
TDbPipe *pPipe = NULL;
|
||
acdbOpenObject(pPipe, id, AcDb::kForWrite);
|
||
if (pPipe != NULL)
|
||
{
|
||
pPipe->SetDnDiameter(dDia);
|
||
pPipe->close();
|
||
}
|
||
}
|
||
|
||
int CSiphonRainwaterCalcDlg::ComparePipeDia(const AcDbObjectId &id1, const AcDbObjectId &id2)
|
||
{
|
||
int nRet = 0;
|
||
double dDia1 = 0, dDia2 = 0;
|
||
TDbPipe *pPipe1 = NULL, *pPipe2 = NULL;
|
||
acdbOpenObject(pPipe1, id1, AcDb::kForRead);
|
||
if (pPipe1 != NULL)
|
||
{
|
||
dDia1 = pPipe1->GetDnDiameter();
|
||
pPipe1->close();
|
||
}
|
||
|
||
acdbOpenObject(pPipe2, id2, AcDb::kForRead);
|
||
if (pPipe2 != NULL)
|
||
{
|
||
dDia2 = pPipe2->GetDnDiameter();
|
||
pPipe2->close();
|
||
}
|
||
|
||
if (dDia1 > dDia2)
|
||
{
|
||
return 1;
|
||
}
|
||
else if (dDia2 > dDia1)
|
||
{
|
||
return -1;
|
||
}
|
||
else
|
||
{
|
||
return 0;
|
||
}
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::UpDateT(long nIndex, CString &strText)
|
||
{
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
int i = 0; //表格第几行管段
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
|
||
if (i == nIndex)
|
||
{
|
||
(*it).dT = _tstof(strText);
|
||
break;
|
||
}
|
||
++i;
|
||
}
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::OnButtonCalc()
|
||
{
|
||
UpdateData(TRUE);
|
||
m_listCtrl.GetData().clear();
|
||
ResetList();
|
||
UpdateData(FALSE);
|
||
}
|
||
|
||
/* cet 2011.10.13 modify 校核规则发生变化
|
||
void CSiphonRainwaterCalcDlg::OnButtonCheck()
|
||
{
|
||
//流速 压力余量 最大负压管段
|
||
CString strP, strMaxNP, strVP;
|
||
BOOL bLess1 = FALSE; //流速是否小于1 m/s
|
||
BOOL bEqual1 = FALSE; //流速是否等于1 m/s
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
int nRow = -1; //表格行号
|
||
std::set<int> setRow;
|
||
for(it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
SIPHONINFO info = *it;
|
||
if (info.nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
double dv = info.dv;
|
||
++nRow;
|
||
|
||
ads_name name;
|
||
acdbGetAdsName(name, info.id);
|
||
Entity ent(name);
|
||
CString strOutPipe = ReadXdata(ent, _T("OutPipe"));
|
||
if (strOutPipe == _T("1")) //出流端管段
|
||
{
|
||
double dEle = info.dEle, dH2 = info.dH2;
|
||
double dP = 98.1 * info.dEle - 5 * dv * dv - info.dH2 * 10; //压力余量
|
||
dP *= 0.1;
|
||
if (dP > 10)
|
||
{
|
||
strP.Format(_T("压力余量：%.1f kPa, 大于10 kPa， 符合要求！"), dP);
|
||
}
|
||
else
|
||
{
|
||
strP.Format(_T("压力余量：%.1f kPa, 小于10 kPa， 不符合要求！"), dP);
|
||
}
|
||
}
|
||
|
||
CString strTemp;
|
||
strTemp = ReadXdata(ent, _T("MaxNP"));
|
||
if (strTemp == _T("1")) //最大负压管段
|
||
{
|
||
int nType = GetPipeMaterialType(m_strPipeMaterial);
|
||
double dMaxP = info.dP;
|
||
if (nType == 0 || nType == 2) //0表示内壁涂塑离心排水铸铁管 1表示排水塑料管 2表示钢管
|
||
{
|
||
if (fabs(dMaxP) < 90)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于90 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于90 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
}
|
||
else if (nType == 1)
|
||
{
|
||
if (info.dPipeDia >= 50 && info.dPipeDia <= 160 && fabs(dMaxP) < 80)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于80 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 200 && fabs(dMaxP) < 70)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于70 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 50 && info.dPipeDia <= 160)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于80 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 200)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于70 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
}
|
||
}
|
||
|
||
if (!bLess1 && dv < 1)
|
||
{
|
||
bLess1 = TRUE;
|
||
setRow.insert(nRow);
|
||
}
|
||
|
||
if (!bEqual1 && fabs(dv - 1) < 1e-3)
|
||
{
|
||
bEqual1 = TRUE;
|
||
}
|
||
|
||
if (info.bVertical && !info.bLinkWaterBucket)
|
||
{
|
||
CString strTemp;
|
||
if (dv < 2.2)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，小于2.2 m/s，不符合要求！"), dv);
|
||
setRow.insert(nRow);
|
||
}
|
||
else if (fabs(dv - 2.2) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于2.2 m/s，符合要求！"), dv);
|
||
}
|
||
else if (dv < 6)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，数值大于2.2 m/s且小于6 m/s，符合要求！"), dv);
|
||
}
|
||
else if (fabs(dv - 6.0) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于6 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else if (dv <= 10)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，数值大于6 m/s且小于10 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else if (fabs(dv-10) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于10 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，大于10 m/s，不符合要求！"), dv);
|
||
setRow.insert(nRow);
|
||
}
|
||
|
||
if (strVP.IsEmpty())
|
||
{
|
||
strVP += strTemp;
|
||
}
|
||
else
|
||
{
|
||
strVP += _T("\n") + strTemp;
|
||
}
|
||
}
|
||
}
|
||
|
||
m_listCtrl.SetData(setRow);
|
||
m_listCtrl.Invalidate();
|
||
|
||
CString strV;
|
||
if (bLess1)
|
||
{
|
||
strV = _T("存在小于1m/s的管段流速，不符合要求！");
|
||
}
|
||
else if (bEqual1)
|
||
{
|
||
strV = _T("存在等于1m/s的管段流速，符合要求！");
|
||
}
|
||
else
|
||
{
|
||
strV = _T("全部管段流速大于1 m/s，符合要求！");
|
||
}
|
||
|
||
//各节点由不同支路计算得到的压力差
|
||
CString strNO;
|
||
std::map<AcDbObjectId, AcDbObjectId>::iterator it2;
|
||
for (it2 = m_map2PipeId.begin(); it2 != m_map2PipeId.end(); it2++)
|
||
{
|
||
CString strNO1, strNO2;
|
||
double dP = 0.0;
|
||
if (GetPressure((*it2).first, (*it2) .second, dP, strNO1, strNO2))
|
||
{
|
||
if (dP > 15)
|
||
{
|
||
if (strNO.IsEmpty())
|
||
{
|
||
strNO += _T("(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
else
|
||
{
|
||
strNO += _T("、(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
}
|
||
}
|
||
}
|
||
|
||
if (strNO.IsEmpty())
|
||
{
|
||
strNO = _T("由不同支路计算得到的压力差数值的绝对值均小于15kPa，符合要求！");
|
||
}
|
||
else
|
||
{
|
||
strNO += _T("节点处的压力差数值绝对值大于15kPa，不符合要求！");
|
||
}
|
||
|
||
CString strContext;
|
||
strContext = strV + _T("\n\n") + strVP + _T("\n\n") + strP + _T("\n\n") + strMaxNP + _T("\n\n") + strNO;
|
||
|
||
AfxMessageBox(strContext);
|
||
}
|
||
*/
|
||
|
||
void CSiphonRainwaterCalcDlg::OnButtonCheck()
|
||
{
|
||
//流速 压力余量 最大负压管段
|
||
CString strP, strMaxNP, strVP;
|
||
//悬吊管中心线与雨水斗出口的高差
|
||
CString sHangers;
|
||
//排出端
|
||
CString sDischargePipe;
|
||
|
||
BOOL bLess1 = FALSE; //流速是否小于1 m/s
|
||
BOOL bEqual1 = FALSE; //流速是否等于1 m/s
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
int nRow = -1; //表格行号
|
||
std::set<int> setRow;
|
||
for(it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
SIPHONINFO info = *it;
|
||
if (info.nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
double dv = info.dv;
|
||
++nRow;
|
||
|
||
//检查悬吊管中心线与雨水斗出口的高差
|
||
if (info.bVertical && info.bLinkWaterBucket)
|
||
{
|
||
if (info.dEle < 1.0)
|
||
{
|
||
if (sHangers.IsEmpty())
|
||
{
|
||
sHangers += _T("NO.") + info.strName;
|
||
}
|
||
else
|
||
{
|
||
sHangers += _T("、NO.") + info.strName;
|
||
}
|
||
}
|
||
}
|
||
|
||
ads_name name;
|
||
acdbGetAdsName(name, info.id);
|
||
Entity ent(name);
|
||
CString strOutPipe = ReadXdata(ent, _T("OutPipe"));
|
||
if (strOutPipe == _T("1")) //出流端管段
|
||
{
|
||
double dEle = info.dEle, dH2 = info.dH2;
|
||
double dP = 98.1 * info.dEle - 5 * dv * dv - info.dH2 * 10; //压力余量
|
||
dP *= 0.1;
|
||
if (dP > 10)
|
||
{
|
||
strP.Format(_T("压力余量：%.1f kPa, 大于10 kPa， 符合要求！"), dP);
|
||
}
|
||
else
|
||
{
|
||
strP.Format(_T("压力余量：%.1f kPa, 小于10 kPa， 不符合要求！"), dP);
|
||
}
|
||
|
||
// 排出端流速
|
||
CString sV;
|
||
sV.Format(_T("%.2f"), dv);
|
||
if (fabs(dv - 1.8) < 0.001)
|
||
{
|
||
sDischargePipe = _T("排出端流速：") + sV + _T("m/s，等于1.8m/s，符合要求！");
|
||
}
|
||
else if (dv < 1.8)
|
||
{
|
||
sDischargePipe = _T("排出端流速：") + sV + _T("m/s，小于1.8m/s，符合要求！");
|
||
}
|
||
else
|
||
{
|
||
sDischargePipe = _T("排出端流速：") + sV + _T("m/s，大于1.8m/s，不符合要求！");
|
||
}
|
||
}
|
||
|
||
CString strTemp;
|
||
strTemp = ReadXdata(ent, _T("MaxNP"));
|
||
if (strTemp == _T("1")) //最大负压管段
|
||
{
|
||
int nType = GetPipeMaterialType(m_strPipeMaterial);
|
||
double dMaxP = info.dP;
|
||
if (nType == 0 || nType == 2) //0表示内壁涂塑离心排水铸铁管 1表示排水塑料管 2表示钢管
|
||
{
|
||
if (fabs(dMaxP) < 90)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于90 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于90 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
}
|
||
else if (nType == 1)
|
||
{
|
||
if (info.dPipeDia >= 50 && info.dPipeDia <= 160 && fabs(dMaxP) < 80)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于80 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 200 && fabs(dMaxP) < 70)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值小于70 kPa，符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 50 && info.dPipeDia <= 160)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于80 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
else if (info.dPipeDia >= 200)
|
||
{
|
||
strMaxNP.Format(_T("最大负压值：%.2f kPa，其绝对值大于70 kPa，不符合要求！"), dMaxP);
|
||
}
|
||
}
|
||
}
|
||
|
||
if (!bLess1 && dv < 1)
|
||
{
|
||
bLess1 = TRUE;
|
||
setRow.insert(nRow);
|
||
}
|
||
|
||
if (!bEqual1 && fabs(dv - 1) < 1e-3)
|
||
{
|
||
bEqual1 = TRUE;
|
||
}
|
||
|
||
// 立管流速
|
||
if (info.bVertical && !info.bLinkWaterBucket)
|
||
{
|
||
CString strTemp;
|
||
if (dv < 2.2)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，小于2.2 m/s，不符合要求！"), dv);
|
||
setRow.insert(nRow);
|
||
}
|
||
else if (fabs(dv - 2.2) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于2.2 m/s，符合要求！"), dv);
|
||
}
|
||
else if (dv < 6)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，数值大于2.2 m/s且小于6 m/s，符合要求！"), dv);
|
||
}
|
||
else if (fabs(dv - 6.0) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于6 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else if (dv <= 10)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，数值大于6 m/s且小于10 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else if (fabs(dv-10) < 1e-3)
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，等于10 m/s，在最大允许值内！"), dv);
|
||
}
|
||
else
|
||
{
|
||
strTemp.Format(_T("立管流速：%.2f m/s，大于10 m/s，不符合要求！"), dv);
|
||
setRow.insert(nRow);
|
||
}
|
||
|
||
if (strVP.IsEmpty())
|
||
{
|
||
strVP += strTemp;
|
||
}
|
||
else
|
||
{
|
||
strVP += _T("\n") + strTemp;
|
||
}
|
||
}
|
||
}
|
||
|
||
m_listCtrl.SetData(setRow);
|
||
m_listCtrl.Invalidate();
|
||
|
||
CString strV;
|
||
if (bLess1)
|
||
{
|
||
strV = _T("存在小于1m/s的管段流速，不符合要求！");
|
||
}
|
||
else if (bEqual1)
|
||
{
|
||
strV = _T("存在等于1m/s的管段流速，符合要求！");
|
||
}
|
||
else
|
||
{
|
||
strV = _T("全部管段流速大于1 m/s，符合要求！");
|
||
}
|
||
|
||
//各节点由不同支路计算得到的压力差
|
||
CString strNO, sDn75, sDn100;
|
||
std::map<AcDbObjectId, AcDbObjectId>::iterator it2;
|
||
for (it2 = m_map2PipeId.begin(); it2 != m_map2PipeId.end(); it2++)
|
||
{
|
||
CString strNO1, strNO2;
|
||
double dP = 0.0, dDn1 = 0.0, dDn2 = 0.0;
|
||
if (GetPressure((*it2).first, (*it2).second, dP, strNO1, strNO2)
|
||
&& GetPipeDn((*it2).first, dDn1) && GetPipeDn((*it2).second, dDn2))
|
||
{
|
||
if (dDn1 < 100 && dDn2 < 100) //管径均小于100；
|
||
{
|
||
if (dP > 10) //节点压力差大于10
|
||
{
|
||
if (sDn75.IsEmpty())
|
||
{
|
||
sDn75 += _T("(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
else
|
||
{
|
||
sDn75 += _T("、(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
}
|
||
}
|
||
else //存在管径不小于100的管
|
||
{
|
||
if (dP > 5) //节点压力差大于5
|
||
{
|
||
if (sDn100.IsEmpty())
|
||
{
|
||
sDn100 += _T("(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
else
|
||
{
|
||
sDn100 += _T("、(NO.") + strNO1 + _T(", NO.") + strNO2 + _T(")");
|
||
}
|
||
}
|
||
}
|
||
}
|
||
}
|
||
|
||
if (!sDn75.IsEmpty())
|
||
{
|
||
strNO = sDn75 + _T("节点上游不同支路的管径均小于等于DN75，但其计算水头损失之差绝对值大于10kPa，不符合要求！\n");
|
||
}
|
||
|
||
if (!sDn100.IsEmpty())
|
||
{
|
||
strNO += sDn100 + _T("节点上游不同支路存在大于等于DN100管径，且其计算水头损失之差大于5 kPa，不符合要求！\n");
|
||
}
|
||
|
||
if (sDn75.IsEmpty() && sDn100.IsEmpty())
|
||
{
|
||
strNO = _T("各节点上游不同支路的计算水头损失之差，在管径小于等于DN75时，均小于10 kPa；在管径大于等于DN100时，均小于5 kPa，符合要求！");
|
||
}
|
||
|
||
// 悬吊管信息
|
||
if (sHangers.IsEmpty())
|
||
{
|
||
sHangers = _T("悬吊管中心线与雨水斗出口高差均大于1.0m，符合要求！");
|
||
}
|
||
else
|
||
{
|
||
sHangers = _T("悬吊管中心线与雨水口高差存在小于1.0m现象，其管段编号为") + sHangers + _T(",不符合要求！");
|
||
}
|
||
CString strContext;
|
||
strContext = sHangers +_T("\n\n") + strV + _T("\n\n") + strVP + _T("\n\n") + sDischargePipe + _T("\n\n") + strP + _T("\n\n") + strMaxNP + _T("\n\n") + strNO;
|
||
|
||
AfxMessageBox(strContext);
|
||
}
|
||
|
||
|
||
BOOL CSiphonRainwaterCalcDlg::GetPressure(const AcDbObjectId &id1, const AcDbObjectId &id2, double &dPressure, CString &strNO1, CString &strNO2)
|
||
{
|
||
std::vector<SIPHONINFO>::iterator it1, it2;
|
||
it1 = Find(id1);
|
||
it2 = Find(id2);
|
||
|
||
if (it1 == m_vecData.end() || it2 == m_vecData.end())
|
||
{
|
||
return FALSE;
|
||
}
|
||
|
||
dPressure = fabs((*it1).dP - (*it2).dP);
|
||
strNO1 = (*it1).strName;
|
||
strNO2 = (*it2).strName;
|
||
|
||
return TRUE;
|
||
}
|
||
|
||
BOOL CSiphonRainwaterCalcDlg::GetPipeDn(const AcDbObjectId &id, double &dDn)
|
||
{
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
it = Find(id);
|
||
if (it == m_vecData.end())
|
||
{
|
||
return FALSE;
|
||
}
|
||
|
||
dDn = (*it).dPipeDia;
|
||
return TRUE;
|
||
}
|
||
|
||
std::vector<SIPHONINFO>::iterator CSiphonRainwaterCalcDlg::Find(const AcDbObjectId &id)
|
||
{
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).id == id)
|
||
{
|
||
return it;
|
||
}
|
||
}
|
||
return m_vecData.end();
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::OnButtonWord()
|
||
{
|
||
int nLen = m_listCtrl.GetRowNum();
|
||
if(nLen < 1)
|
||
{
|
||
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;
|
||
}
|
||
|
||
// 打开公式模板
|
||
TWordFormulasTemplet wdFormula;
|
||
CString sPathName = g_csSysPath;
|
||
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();
|
||
|
||
_Font font;
|
||
font = wordSelection.GetFont();
|
||
float dSize = font.GetSize();
|
||
float dBold = font.GetBold();
|
||
wordParagraphs.SetAlignment(1); // 0: 居左 1：居中 2：居右
|
||
font.SetSize(dSize + 2);
|
||
font.SetBold(dBold + 1);
|
||
wordSelection.TypeText(_T("虹吸雨水计算书\n"));
|
||
font.SetBold(dBold);
|
||
font.SetSize(dSize);
|
||
wordParagraphs.SetAlignment(0);
|
||
wordSelection.TypeText(_T("计算原理参考《建筑与小区雨水利用工程技术规范》（GB50400-2006）\n"));
|
||
font.SetSize(dSize + 1);
|
||
font.SetBold(dBold + 1);
|
||
wordSelection.TypeText(_T("一、基本参数：\n"));
|
||
font.SetBold(dBold);
|
||
font.SetSize(dSize);
|
||
|
||
CString strMatrial;
|
||
AcDbObjectId id;
|
||
std::vector<SIPHONINFO>::iterator it;
|
||
for (it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
if ((*it).nType == 0)
|
||
{
|
||
id = (*it).id;
|
||
break;
|
||
}
|
||
}
|
||
TDbPipe *pPipe = NULL;
|
||
acdbOpenObject(pPipe, id, AcDb::kForRead);
|
||
if (pPipe != NULL)
|
||
{
|
||
strMatrial = GetPipeMaterialByIdx(pPipe->GetMaterial());
|
||
pPipe->close();
|
||
}
|
||
wordSelection.TypeText(_T("管材：") + strMatrial + _T("\n"));
|
||
wordSelection.TypeText(_T("温度：") + m_strWndCmbT + _T("℃ \n"));
|
||
|
||
font.SetSize(dSize + 1);
|
||
font.SetBold(dBold + 1);
|
||
wordSelection.TypeText(_T("\n二、基本计算公式：\n"));
|
||
font.SetBold(dBold);
|
||
font.SetSize(dSize);
|
||
wordSelection.TypeText(_T("1、 暴雨强度公式：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA21, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中："));
|
||
wordSelection.TypeText(_T("q -- 降雨强度，（L/s·ha、L/s·hm"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("、L/s·10"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("4"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("m"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("）\n"));
|
||
wordSelection.TypeText(_T(" t -- 降雨历时（min）\n"));
|
||
wordSelection.TypeText(_T(" P -- 设计重现期（年）\n"));
|
||
wordSelection.TypeText(_T(" A、b、C、n -- 当地降雨参数\n"));
|
||
|
||
wordSelection.TypeText(_T("\n2、 雨水设计流量公式：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA22, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：Q -- 雨水设计流量（L/s）\n"));
|
||
wordSelection.TypeText(_T(" q -- 降雨强度，（L/s·ha、L/s·hm"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("、L/s·10"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("4"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("m"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("）\n"));
|
||
wordSelection.TypeText(_T(" ψ-- 径流系数。\n"));
|
||
wordSelection.TypeText(_T(" F -- 汇水面积（hm"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("）1 hm"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T(" = 10000平方米"));
|
||
|
||
wordSelection.TypeText(_T("\n\n3、 流速\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA23, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：V -- 流速(m/s)\n"));
|
||
wordSelection.TypeText(_T(" Q -- 管段流量（L/s）\n "));
|
||
wordSelection.TypeText(_T(" d -- 管道的计算内径（m）\n"));
|
||
|
||
wordSelection.TypeText(_T("\n4、 沿程阻力损失：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA24, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：h"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("f"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T("-- 管道沿程阻力损失（m）；1米=10kPa\n"));
|
||
wordSelection.TypeText(_T(" λ-- 管道沿程阻力损失系数，按下式计算\n"));
|
||
wordSelection.TypeText(_T(" l -- 管道长度(m)\n"));
|
||
wordSelection.TypeText(_T(" d -- 管道计算内径（m）\n"));
|
||
wordSelection.TypeText(_T(" v -- 管内流速（m/s）\n"));
|
||
wordSelection.TypeText(_T(" g -- 重力加速度（m/s"));
|
||
font.SetSuperscript(2); //处理上标
|
||
wordSelection.TypeText(_T("2"));
|
||
font.SetSuperscript(0);
|
||
wordSelection.TypeText(_T("） 取 9.81\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA25, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：△ -- 管壁绝对粗糙度（mm），由管材生产厂提供\n"));
|
||
wordSelection.TypeText(_T(" Re -- 雷诺数\n"));
|
||
|
||
wordSelection.TypeText(_T("\n5、 局部阻力损失：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA26, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：h"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("j"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T("--局部阻力损失（mbar）1mbar=100pa=0.1kPa\n"));
|
||
wordSelection.TypeText(_T(" T -- 局部阻力系数\n"));
|
||
wordSelection.TypeText(_T(" V"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("x"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 管道某一x断面处流速（m/s）\n"));
|
||
|
||
wordSelection.TypeText(_T("\n6、 总阻力损失\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA27, wordSelection);
|
||
|
||
wordSelection.TypeText(_T("\n\n7、管道某一x断面处的压力：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA28, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中： P"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("x"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 管道某一x断面处的压力（mbar）1mbar=100pa=0.1kPa\n"));
|
||
wordSelection.TypeText(_T(" h"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("x"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 雨水斗顶面至计算断面的高度差（m）\n"));
|
||
wordSelection.TypeText(_T(" v"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("x"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 管道某一x断面处流速（m/s）\n"));
|
||
wordSelection.TypeText(_T(" ∑Z"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("x-2"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 断面处对应最远雨水斗至计算断面的总阻力损失之和（mbar）\n"));
|
||
|
||
wordSelection.TypeText(_T("\n8、压力余量计算公式：\n"));
|
||
wordSelection.TypeText(_T(" "));
|
||
wdFormula.InsertFormula(WORD_FORMULA29, wordSelection);
|
||
wordSelection.TypeText(_T("\n 式中：△P"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("r"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 压力余量（mbar）1mbar=100pa=0.1kPa\n"));
|
||
wordSelection.TypeText(_T(" H--雨水斗顶面与排水管出口的几何高差（m）\n"));
|
||
wordSelection.TypeText(_T(" V"));
|
||
font.SetSubscript(2); //处理下标
|
||
wordSelection.TypeText(_T("1"));
|
||
font.SetSubscript(0);
|
||
wordSelection.TypeText(_T(" -- 排水管出口的管道流速（m/s）\n"));
|
||
wordSelection.TypeText(_T(" ∑Z -- 最远雨水斗至排水口处的总阻力损失之和（mbar）\n"));
|
||
wdFormula.CloseFile();
|
||
|
||
font.SetSize(dSize + 1);
|
||
font.SetBold(dBold + 1);
|
||
wordSelection.TypeText(_T("\n三、虹吸雨水水力计算表：\n"));
|
||
font.SetBold(dBold);
|
||
font.SetSize(dSize);
|
||
Selection wSelection2 = wordApplication.GetSelection();
|
||
wSelection2.TypeParagraph();
|
||
|
||
//画表格
|
||
int rows(nLen+1), columns(12);
|
||
|
||
Selection wSelection = wordApplication.GetSelection();
|
||
Range oRange = wSelection.GetRange();
|
||
Tables oTables = activeDocument.GetTables();
|
||
_Table oTable = oTables.Add(oRange, rows, columns);
|
||
|
||
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(30, 0); // 0 = wdAdjustNone
|
||
oColumn = oColumns.Item(2);
|
||
oColumn.SetWidth(30, 0);
|
||
oColumn = oColumns.Item(3);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(4);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(5);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(6);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(7);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(8);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(9);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(10);
|
||
oColumn.SetWidth(50, 0);
|
||
oColumn = oColumns.Item(11);
|
||
oColumn.SetWidth(40, 0);
|
||
oColumn = oColumns.Item(12);
|
||
oColumn.SetWidth(50, 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("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("管径（mm）"));
|
||
|
||
oCell = oTable.Cell(1, 5);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("流速（m/s）"));
|
||
|
||
oCell = oTable.Cell(1, 6);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("沿程阻力损失（kPa）"));
|
||
|
||
oCell = oTable.Cell(1, 7);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("局部阻力系数"));
|
||
|
||
oCell = oTable.Cell(1, 8);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("局部阻力损失（kPa）"));
|
||
|
||
oCell = oTable.Cell(1, 9);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("总阻力损失（kPa）"));
|
||
|
||
oCell = oTable.Cell(1, 10);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("Σ总阻力损失（kPa）"));
|
||
|
||
oCell = oTable.Cell(1, 11);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("高差（m）"));
|
||
|
||
oCell = oTable.Cell(1, 12);
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(_T("压力（kPa）"));
|
||
|
||
for(int i = 0; i < nLen; i++)
|
||
{
|
||
oCell = oTable.Cell(i+2, 1); //管段名称
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 0).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 2); //流量（L/s）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 1).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 3); //管长（m）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 2).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 4); //管径（mm）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 3).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 5); //流速（m/s）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 4).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 6); //沿程阻力损失（kPa）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 5).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 7); //局部阻力系数
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 6).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 8); //局部阻力损失（kPa）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 7).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 9); //总阻力损失（kPa）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 8).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 10); //Σ总阻力损失（kPa）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 9).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 11); //高差（m）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 10).GetText());
|
||
|
||
oCell = oTable.Cell(i+2, 12); //压力（kPa）
|
||
oRange = oCell.GetRange();
|
||
oRange.InsertAfter(m_listCtrl.GetCell(i, 11).GetText());
|
||
}
|
||
|
||
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();
|
||
|
||
font.SetSize(dSize + 1);
|
||
font.SetBold(dBold + 1);
|
||
wordSelection.TypeText(_T("四、计算结果：\n"));
|
||
font.SetBold(dBold);
|
||
font.SetSize(dSize);
|
||
CString strMaxP, strP;
|
||
|
||
for(it = m_vecData.begin(); it != m_vecData.end(); it++)
|
||
{
|
||
SIPHONINFO info = *it;
|
||
if (info.nType == 1)
|
||
{
|
||
continue;
|
||
}
|
||
|
||
ads_name name;
|
||
acdbGetAdsName(name, info.id);
|
||
Entity ent(name);
|
||
CString strTemp;
|
||
strTemp = ReadXdata(ent, _T("MaxNP"));
|
||
if (strTemp == _T("1")) //最大负压管段
|
||
{
|
||
double dMaxP = info.dP;
|
||
strMaxP.Format(_T("%.2f kPa\n"), dMaxP);
|
||
}
|
||
|
||
CString strOutPipe = ReadXdata(ent, _T("OutPipe"));
|
||
if (strOutPipe == _T("1")) //出流端管段
|
||
{
|
||
double dv = info.dv;
|
||
double dEle = info.dEle, dH2 = info.dH2;
|
||
double dP = 98.1 * info.dEle - 5 * dv * dv - info.dH2 * 10; //压力余量
|
||
dP *= 0.1;
|
||
|
||
strP.Format(_T("%.1f kPa\n"), dP);
|
||
}
|
||
}
|
||
|
||
wordSelection.TypeText(_T("管道最大负压值： ") + strMaxP);
|
||
wordSelection.TypeText(_T("压力余量：") + strP);
|
||
|
||
}
|
||
|
||
void CSiphonRainwaterCalcDlg::SetChamferPipe(std::map<AcDbObjectId, AcDbObjectId> &mapPipe)
|
||
{
|
||
m_mapChamferPipe.clear();
|
||
m_mapChamferPipe = mapPipe;
|
||
} |