水管水力計(jì)算表_第1頁(yè)
水管水力計(jì)算表_第2頁(yè)
水管水力計(jì)算表_第3頁(yè)
水管水力計(jì)算表_第4頁(yè)
全文預(yù)覽已結(jié)束

下載本文檔

版權(quán)說(shuō)明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

計(jì)算管路的水力力計(jì)算表管段編號(hào)管段長(zhǎng)度秒流量管徑管流速v/2gPePmPL(m)mmm/smH2OmH2O最不利環(huán)路1122.94501.50.11360.67800.67824.72.37501.2070.0742.35-0.080.174-0.0140.1632.31.42401.130.0651.440.820.0940.0530.14741.21.15400.9150.0430.75-0.080.032-0.0030.02951.20.93400.740.0280.75-0.080.021-0.0020.01967.80.66320.820.0346.090.030.2070.0010.208790.44320.550.0157.03-0.0650.105-0.0010.10489.60.11200.350.006120.270.0720.0020.0741`122.94501.50.11360.67800.6782`4.72.37501.2070.0742.35-0.080.174-0.0140.163`2.31.42401.130.0651.440.890.0940.0580.1524`1.21.15400.9150.0430.75-0.080.032-0.0030.0295`1.20.93400.740.0280.75-0.080.021-0.0020.0196`7.80.66320.820.0346.090.10.2070.0030.217`90.44320.550.0157.03-0.0650.105-0.0010.1048`9.60.11200.350.006120.340.0720.0020.074其他環(huán)路92.70.22250.450.012.70.880.0272.9923.019a3.730.11200.350.0064.660.270.0281.5021.53b3.730.11200.350.0064.660.270.0281.5021.539`2.70.22250.450.012.70.880.0272.9923.019a`3.730.11200.350.0064.660.270.0281.5021.53b`3.730.11200.350.0064.660.270.0281.5021.53c2.70.22250.450.012.70.880.0272.9923.019d3.730.11200.350.0064.660.270.0281.5021.53e3.730.11200.350.0064.660.270.0281.5021.53c`2.70.22250.450.012.70.880.0272.9923.019d`3.730.11200.350.0064.660.270.0281.5021.53e`3.730.11200.350.0064.660.270.0281.5021.53f2.70.33250.670.0232.70.880.06212.9923.0541g3.730.11200.350.0064.660.270.0281.5021.53h5.30.22250.450.015.33.280.0530.03280.0858i3.80.11200.350.0064.660.270.0281.5021.53j1.760.11200.350.0062.20.720.0130.0040.017f`2.70.33250.670.0232.70.880.06212.9923.0541g`3.730.11200.350.0064.660.270.0281.5021.53h`5.30.22250.450.015.33.280.0530.03280.0858i`3.80.11200.350.0064.660.270.0281.5021.53j`1.760.11200.350.0062.20.720.0130.0040.017k3.140.11200.350.0063.930.720.0240.0040.028l3.140.11200.350.0063.930.720.0240.0040.028m3.050.95400.770.031.910.880.0570.0260.083n90.64320.80.0337.03-0.080.23-0.0030.227o11.750.32250.650.02211.750.720.2590.0160.275p2.70.32250.650.0222.7-0.080.059-0.0580.001q3.730.16200.510.0134.660.270.0610.0040.065r3.730.16200.510.0134.660.270.0610.0040.065s2.70.32250.650.0222.7-0.080.059-0.0580.001t3.730.16200.510.0134.660.270.0610.0040.065u3.730.16200.510.0134.660.270.0610.0040.065v3.730.16200.510.0134.660.270.0610.0040.065w3.730.16200.510.0134.660.270.0610.0040.065x4.490.57320.710.0263.510.880.0910.0230.114y1.30.27250.550.0151.31.50.020.0230.043z1.30.3250.610.0191.31.50.0250.02850.0535@1.10.11200.350.0061.380.270.0081.5021.51#1.10.11200.350.0061.380.270.0081.5021.51$6.770.16200.510.0138.462.480.110.0320.142&6.770.19200.6050.0198.462.480.160.0470.207水泵選型：1水泵流量的確定單臺(tái)冷水機(jī)組的額定水量為15立方米每小時(shí)，根據(jù)水泵單臺(tái)工作時(shí)，取流量?jī)?chǔ)備系數(shù)β1=1.1，則單臺(tái)水泵設(shè)計(jì)流量V=1.1*15=16.5立方米每小時(shí)。2水泵揚(yáng)程的確定Hmax=⊿P1+⊿P2+0.05*95.6*（1+

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間，僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請(qǐng)與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論