毕业设计159水利计算表11.docx

1、毕业设计159水利计算表11附表四：水 力 计 算 表一 层 管 路 水 力 计 算 表管段水量W(m3/h)水量W(m3/S)管长l(m)管径(Dy)水流速Re比摩阻沿层阻力局部阻力当量长度局部阻力总阻力水阻v(m/s)RfmmH2O/mRf(l)mmH2O/m弯头(m)三通(m)截止阀(m)其他(m)当量长度(m)Rf(ld)mmH2ORf(l+ld)mmH2OkPa12.850.0007916679.561320.98240940.03575778855.30528.70.70.70.2512.65146.5675.26.6223.330.0009252.008321.15281520.

2、0353909774.72150.00.70.752.3202.31.9833.810.0010583333.111321.32322100.03511057697.04301.90.70.767.9369.83.6244.290.00119166715.335321.48362680.034889209122.251874.70.70.785.61960.319.2154.770.0013251.822401.05322610.03343293847.4686.51.11.152.2138.71.36616.440.0045666674.127701.19635370.02847395529

3、.25120.72258.5179.21.76717.340.0048166673.61701.25670150.02838779732.44117.12264.9182.01.78818.240.0050666674.418701.32704930.02830958235.80158.2426214.8373.03.66919.560.00543333310.779701.41755950.02820707741.02442.22282.0524.25.141020.220.0056166675.185701.46781450.02816053943.76226.92287.5314.43.

4、081120.70.0057511.288701.49800000.02812844645.81517.1123137.4654.66.41129.540.002657.176501.35516180.03097528957.63413.6120.453.45198.8612.46.001310.440.00293.704501.48564870.03083176668.70254.51168.7323.23.171411.340.003154.014700.82438260.0291948514.2757.321342.8100.10.981511.670.0032416673.814700

5、.84451020.02913094415.0857.510.451.4521.979.40.78160.339.16667E-051.719150.5259520.04716336243.2174.32286.4160.71.57170.990.0002753.063200.88133910.04125216680.72247.20.30.324.2271.52.66181.320.0003666673.2201.17178550.040423104140.61450.00.50.570.3520.35.10191.650.0004583333.09201.46223190.03990615

6、1216.90670.20.50.5108.4778.77.63201.980.000551.77251.12214260.03801794697.50172.60.50.548.8221.32.17212.310.0006416677.786251.31249970.037664432131.481023.71.20.61.8236.71260.412.35225.810.00161388912.667401.28392950.03303285769.57881.21.11.176.5957.79.39233.80.00105555613.755321.31321260.0351157439

7、6.541327.92.10.22.3222.01550.015.192440.0011111114.577321.38338170.035017004106.67488.22.10.22.3245.3733.67.192515.350.00426388942.779701.11593240.02859079225.611095.411251.21146.611.24支路112345121.4支路21213141570.9环路1支路167891011165.0环路216-17-18-19-20-21-22-25-16101.0环路32348.2二 层 管 路 水 力 计 算 表10.660.0

8、001833332.57151.04119030.044285079162.29417.10.311.3211.0628.066.1521.320.0003666672.695201.17178550.040423104140.61379.00.50.570.3449.264.4031.980.000552.771251.12214260.03801794697.50270.20.60.658.5328.683.2242.640.00073333313.12320.91223190.03595646347.71626.00.70.71.466.8692.796.7953.30.00091666

9、72.778321.14278990.03541173.42204.00.70.751.4255.362.5065.940.001654.439401.31401740.03299205172.62322.41.11.179.9402.273.9476.420.00178333316.963401.42434210.03285481184.481433.12.21.13.3278.81711.8816.78816.450.0045694444.989701.19635750.02847294929.29146.12258.6204.692.01917.350.0048194443.867701

10、.25670540.02838688632.48125.62265.0190.561.871017.680.0049111113.835701.28683290.02835737733.69129.244134.8263.982.591118.490.0051361118.112701.34714590.02828911836.76298.22273.5371.743.641218.820.0052277784.614701.36727350.02826288638.05175.6628304.4479.974.701319.150.0053194444.137701.38740100.02823749939.36162.82278.7241.562.371419.480.0054111116.83701.41752850.02821291940.69277.92281.4359.333.52150.339.16667E-053.888150.5259520.04716336243.21168.00.30.313.0180.961.77160.660.0001833333.434151.04119030.044285079162.29557.30.30.30.697.4654.676.42170.990.0002753.259200.88133910.04125216680.72