给水管水力计算表表格文件下载.xls

给水管水力计算表表格文件下载.xls

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本表按03版建筑给水排水设计规范编制注:

@#@当管径为DN1520时流速限于1.0m/S,当管径为DN2540时流速限于1.2m/S当管径为DN5070时流速限于1.5m/S,当管径为DN80及其以上时流速限于1.8m/S,否则数字呈红色海澄-威廉公式塑料管C=140管径流量氯化聚氯乙烯流量铝塑复合管流量PVC-U管流量聚丙烯管PP-RS6.31.6MPaS52.0MPa1.0MPa1.6MPa1.0MPa计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失mmL/Smmm/smm/mmmm/smm/mL/Smmm/smm/mL/Smmm/smm/mmmm/smm/mL/Smmm/smm/m150.10.11812.21.01125.850.10.1200.210161.0497.71161.0497.710.13015.70.6744.080.130160.6540.200.130250.300210.8750.3020.40.9257.930.30019.80.9767.000.300210.8750.300.300320.50027.20.8636.7526.20.9344.100.61025.31.2175.570.50027.20.8636.750.50027.20.8636.75401.010341.1145.5732.61.2155.930.70031.20.9235.130.700360.6917.50340.7723.110.700340.7723.11501.55042.61.0933.5940.81.1941.451.80040.11.4359.481.80045.21.1233.20421.3047.481.80042.61.2644.31653.40053.61.5147.0051.41.6457.653.00050.01.5352.303.000571.3327.6353.61.3337.283.00053.61.3337.28753.00063.80.9415.9661.41.01#REF!

@#@3.00058.71.1123.943.00067.80.8311.87640.9315.723.00063.60.9416.20906.00076.61.3023.6473.61.4128.726.00081.41.1517.5976.61.3023.646.00076.60.6523.641107.00093.81.0111.73901.1014.347.000100.40.888.4295.60.9810.697.00093.80.8711.7312515.000106.61.6825.80102.21.8331.6815.000114.21.4618.451101.5822.1415.00014018.000119.41.6120.82114.61.7525.4218.000127.81.4014.95123.41.5117.7318.00016027.000136.41.8523.06130.82.0128.2920.0001461.199.501401.3011.6520.00018020.000164.40.945.33158.61.016.3520.00020020.000182.60.763.20176.20.823.8022520.000205.40.601.80198.20.652.1425030.000228.20.732.29220.40.792.7128080.000255.61.568.09246.81.679.6031580.000287.61.234.56277.61.325.4135580.000325.40.962.50400224.000369.42.099.06450230.000415.81.695.35500260.000461.81.554.03560416.670517.21.985.55630555.560581.82.095.33管径流量高密度聚乙烯（HDPE）管径流量交联聚乙烯（PEX）0.25MPa0.4MPa0.6MPa1.0MPa计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失计算管径流速阻力损失mmL/Smmm/smm/mmmm/smm/mmmm/smm/mmmm/smm/mmmL/Smmm/smm/m150.1120.88100.4015200.210161.0497.71200.21016.01.0497.71250.300210.8750.3020.40.9257.93250.30020.40.9257.93320.500280.8131.9126.20.9344.10320.50026.00.9445.78401.010360.9934.5035.21.0438.4932.61.2155.93401.01032.61.2155.93501.550460.9323.11441.0228.7040.81.1941.45501.55040.81.1941.45653.400591.2429.4558.21.2831.4855.41.4140.0251.41.6457.65653.40051.41.6457.65753.000710.769.4869.20.8010.74660.8813.5361.41.0119.24906.00085.61.0413.76831.1115.9979.21.2220.1073.61.4128.721107.000104.60.816.90101.60.867.9596.80.9510.06901.1014.3412515.000118.81.3515.22115.41.4317.53110.21.5721.95102.21.8331.6814018.0001331.3012.31129.21.3714.18123.41.5117.73114.61.7525.4216027.0001521.4913.61147.81.5715.601411.7319.62130.82.0128.291806.000171.20.260.47166.20.280.54158.60.300.68147.20.350.982007.000190.20.250.37184.60.260.43176.20.290.54163.80.330.7822515.0002140.420.87207.80.441.00198.20.491.261840.561.8125018.000237.60.410.73230.80.430.84220.40.471.05204.60.551.5131527.000299.60.380.50290.80.410.58277.60.450.72257.80.521.04海澄-威廉公式铜管薄壁不锈钢管C=130铜管铜管（热水）0.0000047薄壁不锈钢管薄壁不锈钢管（热水）0.00000047管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失DNDNmmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Smmm/smm/m150.15013.61.03132.64150.14613.61.01168.39100.08010.400.94152.95100.08010.400.94204.14200.20020.20.6232.90200.32020.21.00104.860.0909.801.19254.070.0909.801.19339.11250.50026.20.9350.59250.62026.21.15100.57150.15014.280.94104.58150.15014.280.94139.59321.00032.61.2062.99321.01032.61.2185.630.15012.801.17178.200.15012.801.17237.84401.50039.61.2251.75401.00039.60.8132.60200.30020.220.9369.38200.30020.220.9392.60504.00051.61.9187.67503.50051.61.6791.380.30018.901.0796.390.30018.901.07128.66654.00064.01.2430.71654.00064.01.2440.99250.67026.581.2181.09250.67026.581.21108.244.00064.31.2330.024.00064.31.2340.070.50023.801.1280.770.50023.801.12107.81807.00073.11.6745.31807.55073.11.8069.57321.00031.601.2873.31321.00031.601.2897.844.00082.00.769.199.55082.01.8161.431.00033.001.1759.351.00033.001.1779.2210015.0001051.7331.861009.0001051.0416.51401.00040.300.7822.43401.00040.300.7829.9312514.0001281.0910.6812514.0001281.0914.261.00038.000.8829.861.00038.000.8839.8525.0001301.8828.9925.0001301.8838.69502.00046.201.1941.61502.00046.201.1955.5415014.0001530.764.4815014.0001530.765.982.00059.000.7312.652.00059.000.7316.8820030.0002090.874.0220030.0002090.875.37656.00073.101.4334.06656.00073.101.4345.4630.0002110.863.8430.0002110.865.136.00064.601.8362.196.00064.601.8383.00806.00084.901.0616.43806.00084.901.0621.93此表暂缓6.00073.101.4334.066.00073.101.4345.4610010.000104.001.1815.7510010.000104.001.1821.0213.80099.001.7936.3613.80099.001.7948.5312524.000129.001.8427.9112524.000129.001.8437.2515028.000153.001.5216.1815028.000153.001.5221.5928.000156.001.4614.7228.000156.001.4619.64此表暂缓海澄-威廉公式钢管铸铁给水管C=100水煤气钢管中等管径与大管径铸铁给水管水力计算表管径流量计算管径流速阻力损失管径流量计算管径流速阻力损失管径流量流速阻力损失mmL/Smmm/smm/mmmL/Smmm/smm/mmmL/Sm/smm/m150.20014.751.17247.3712520.001251.6337.741005.000.659.02200.30020.250.93111.9715035.001472.0648.3012520.001.6639.24250.600261.13119.6520030.001980.978.5115025.001.4324.25321.25034.751.32113.4025080.002521.6