


版權(quán)說明: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
1、沈陽建筑大學(xué)畢業(yè)設(shè)計(jì)附錄五 風(fēng)系統(tǒng)水力計(jì)算表附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)不平衡率(%)管段0100008002003.1817.369.680.0030.800.0030.80364.09364.090.00管段1100008002002.2417.369.680.2721.6547.3068.95333.29333.290.00管段2100008002003.5517.369.680.2734.3947.3081.
2、68264.34264.340.00管段355008002004.559.553.070.7213.9937.8551.83122.39182.6632.99管段425008002001.784.340.703.841.2441.7042.9470.5670.560.00管段520006302001.784.410.770.041.360.451.8127.6227.620.00管段620006302003.304.410.770.262.542.965.4925.8125.810.00管段720006302003.554.410.770.262.732.965.6920.3120.310.0
3、0管段810004001602.034.341.060.252.152.724.8614.6314.630.00管段95004001601.782.170.303.110.538.448.979.769.760.00管段105004001600.402.170.300.250.120.670.790.790.790.00管段1125006301601.786.892.195.173.89141.46145.35182.66182.660.00管段1220006301600.915.511.440.131.302.283.5837.3137.310.00附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3
4、/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)不平衡率(%)管段1320006301602.305.511.440.363.316.359.6733.7333.730.00管段1420006301602.145.511.440.363.086.359.4324.0624.060.00管段1510004001602.034.341.060.252.152.724.8614.6314.630.00管段165004001601.782.170.303.110.538.448.979
5、.769.760.00管段175004001600.402.170.300.250.120.670.790.790.790.00管段185004001602.282.170.308.610.6823.3824.0524.8537.3133.40管段195004001600.402.170.300.250.120.670.790.790.790.00管段2010004001602.034.341.060.252.152.724.8614.6314.630.00管段215004001601.782.170.303.110.538.448.979.769.760.00管段225004001600.4
6、02.170.300.250.120.670.790.790.790.00附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)不平衡率(%)管段245004001601.782.170.303.110.538.448.979.769.760.00管段255004001600.402.170.300.250.120.670.790.790.790.00管段275004001601.782.170.303.110.538.448.979.769
7、.760.00管段285004001600.402.170.300.250.120.670.790.790.790.00管段2920006301603.555.511.448.465.12148.15153.27160.39182.6612.19管段3010004001602.284.341.060.252.412.725.137.137.130.00管段315004001601.782.170.300.250.530.681.212.002.000.00管段325004001600.402.170.300.250.120.670.790.790.790.00管段3310004001602.2
8、84.341.060.252.412.725.137.137.130.00管段345004001601.782.170.300.250.530.681.212.002.000.00管段355004001600.402.170.300.250.120.670.790.790.790.00管段365004001601.782.170.300.250.530.681.212.002.000.00附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)
9、不平衡率(%)管段375004001600.402.170.300.250.120.670.790.790.790.00管段385004001601.782.170.300.250.530.681.212.002.000.00管段395004001600.402.170.300.250.120.670.790.790.790.00管段4030006301604.558.273.090.0814.073.1517.2233.8470.5652.04管段4120006301603.555.511.440.255.124.389.4916.6216.620.00管段4210004001602.284
10、.341.060.252.412.725.137.137.130.00管段435004001601.782.170.300.250.530.681.212.002.000.00管段445004001600.402.170.300.250.120.670.790.790.790.00管段4510004001601.784.341.060.251.882.724.6014.5116.6212.70管段465004001602.282.170.303.110.688.449.129.919.910.00管段475004001600.402.170.300.250.120.670.790.790.79
11、0.00附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)不平衡率(%)管段485004001602.282.170.303.110.688.449.129.919.910.00管段495004001600.402.170.300.250.120.670.790.790.790.00管段5110004001602.284.341.060.252.412.725.137.137.130.00管段525004001601.782.170.30
12、0.250.530.681.212.002.000.00管段535004001600.402.170.300.250.120.670.790.790.790.00管段545004001601.782.170.300.250.530.681.212.002.000.00管段555004001600.402.170.300.250.120.670.790.790.790.00管段565004001601.782.170.300.250.530.681.212.002.000.00管段575004001600.402.170.300.250.120.670.790.790.790.00管段58500
13、4001602.282.170.303.110.688.449.129.9127.6264.11管段595004001600.402.170.300.250.120.670.790.790.790.00管段6010004001602.034.341.060.252.152.724.8614.6314.630.00附表5-1 風(fēng)系統(tǒng)水力計(jì)算表編號(hào)風(fēng)量(m3/h)寬/直徑(mm)高(mm)長(zhǎng)(m)風(fēng)速(m/s)比摩阻(Pa/m)局阻系數(shù)沿程阻力(Pa)局部阻力(Pa)總阻力(Pa)支管阻力(Pa)節(jié)點(diǎn)資用全壓(Pa)節(jié)點(diǎn)不平衡率(%)管段615004001601.782.170.303.110.5
14、38.448.979.769.760.00管段625004001600.402.170.300.250.120.670.790.790.790.00管段635004001601.782.170.303.110.538.448.979.769.760.00管段645004001600.402.170.300.250.120.670.790.790.790.00管段675004001601.782.170.303.110.538.448.979.769.760.00管段685004001600.402.170.300.250.120.670.790.790.790.00最不利環(huán)路為通過管段0-1-
15、2-11-12-13-14-15-16-17的環(huán)路,最不利阻力損失為364.09Pa。附表5-2 環(huán)路分析表環(huán)路名稱環(huán)路管段環(huán)路阻力損失(Pa)環(huán)路不平衡率(%)環(huán)路1 0-1-2-3-4-5-6-7-8-9-1030417環(huán)路2 0-1-2-11-12-13-14-15-16-173640環(huán)路3 0-1-2-11-18-193523環(huán)路4 0-1-2-11-12-13-14-20-21-223640環(huán)路5 0-1-2-11-12-13-14-20-233543環(huán)路6 0-1-2-11-12-13-14-20-24-253640附表5-2 環(huán)路分析表環(huán)路名稱環(huán)路管段環(huán)路阻力損失(Pa)環(huán)路不平
16、衡率(%)環(huán)路7 0-1-2-11-12-13-14-15-263543環(huán)路8 0-1 -2-11-12-13-14-15-27-283640環(huán)路9 0-1-2-29-30-31-323426環(huán)路10 0-1-2-29-33-34-353426環(huán)路11 0-1-2-29-33-36-373426環(huán)路12 0-1-2-29-30-38-393426環(huán)路13 0-1-2-3-40-41-42-43-4426727環(huán)路14 0-1-2-3-40-45-46-4726527環(huán)路15 0-1-2-3-40-45-48-4926527環(huán)路16 0-1-2-3-40-45-5025530環(huán)路17 0-1-2-3-40-41-51-52-53267
溫馨提示
- 1. 本站所有資源如無特殊說明,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)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 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
- 江蘇省無錫市積余中學(xué)2025年初三年級(jí)8月摸底考試數(shù)學(xué)試題含解析
- 重慶市江津區(qū)2025年初三第五次適應(yīng)性訓(xùn)練數(shù)學(xué)試題試卷含解析
- 重慶市重點(diǎn)中學(xué)2025年初三下學(xué)期期末仿真模擬生物試題含解析
- 互聯(lián)網(wǎng)時(shí)代干部培訓(xùn)策略與實(shí)施
- 棗強(qiáng)中學(xué)高一上學(xué)期第三次月考生物試題
- 目標(biāo)控制程序培訓(xùn)資料
- 2025租賃合同范本:測(cè)量?jī)x器出租合同
- 2025筆記本電腦買賣合同
- 2025財(cái)經(jīng)大學(xué)服務(wù)合同(教室租賃類)
- 2025年建筑項(xiàng)目基礎(chǔ)施工合同范本
- 導(dǎo)線的連接精品課件
- 論提高行政效率的途徑 開題報(bào)告
- 059.商業(yè)計(jì)劃書和可行性報(bào)告精制食油廠年產(chǎn)萬噸精制山茶油項(xiàng)目可行性研究報(bào)告
- 米度盾構(gòu)導(dǎo)向系統(tǒng)
- [說明]心血管內(nèi)科(心內(nèi)科)_見習(xí)教案_6_動(dòng)脈粥樣硬化和冠狀動(dòng)脈粥樣硬化性心臟病
- Q∕GDW 11257.3-2020 熔斷器技術(shù)規(guī)范 第3部分:跌落式熔斷器
- 汽車焊接夾具設(shè)計(jì)外文文獻(xiàn)翻譯
- 濃縮機(jī)的選擇與計(jì)算
- 滬教版六年級(jí)下冊(cè)單詞表
- 紅星美凱龍租賃合同
- 最新投標(biāo)書密封條
評(píng)論
0/150
提交評(píng)論