污水管网水力计算表

千里之行，始于足下让知识带有温度。第第2页/共2页精品文档推荐污水管网水力计算表13-14192.315.383000.0030.620.380.1140.576914-15147.432.63500.0030.750.460.1610.442215-16251.944.993500.0030.810.560.1960.755716-17469.8569.594000.0030.90.590.2361.4095517-18157.987.684500.0030.950.560.2520.473718-19185.4599.374500.0030.980.610.27450.5563519-20223.25120.795000.0031.030.580.290.5197520-21134.75137.325000.0031.060.630.3150.404252月21日

200.9

146.37

5000.0031.08

0.650.3250.6027

22-23195.2

23.673000.0030.690.490.1470.585623-24199.4

38.233500.0030.780.510.17850.598224-25204.3

55.123500.0030.840.640.2240.612925-26463.45

88.784500.0030.960.570.25651.3903526-27164.15105.57

4500.0030.990.630.28350.4924527-28176.4

119.475000.0031.030.570.2850.529228-29203.4

134.085000.0031.060.620.310.61025月29日

307.4

157.166000.0031.110.50.30.922230-31170.2

34.663500.0030.760.480.1680.510631-32233.85

53.983500.0030.840.630.22050.7015532-33584.9

82.754500.0030.940.540.2431.754733-34234.8

109.615000.0031.010.540.270.704434-35237.65125.33

5000.0031.040.590.2950.7129535-36155.45153.32

6000.0031.10.490.2940.46635Sep-36

296.75

178.66000.0031.140.540.3240.890251月2日361.210.933000.00360.60.310.0931.300322月3日327.4152.246000.0031.10.490.2940.98223月4日285.35157.56000.0031.110.50.30.856054月5日266.8160.646000.0031.110.510.3060.80045月6日

278.45294.577000.0031.290.570.3990.83535

1号污水干管水力计算表

管段编号

管道长度L（m）设计流量Q（L/s）管径D

（mm）坡度I

流速v（m/s）

弥漫度降临量IL(m）

h/D

h(m)

2号污水干管水力计算表

管段编号

管道长度L（m）设计流量Q（L/s）管径D

（mm）坡度I

流速v（m/s）

弥漫度降临量IL(m）

h/D

h(m)

备注：1、2号污水干管的埋设深度按照最小覆土厚度的限制并参考当地地形条件，依据技术经济指标及施

3号污水干管水力计算表

管段编号

管道长度L（m）设计流量Q（L/s）管径D

（mm）坡度I

流速v（m/s）

弥漫度降临量IL(m）

h/D

h(m)

备注：3号污水干管的埋设深度除考虑以上条件外，还受到工厂3的影响，因为资料给定工

截流污水干管水力计管段编号

管道长度L（m）设计流量Q（L/s）管径D

（mm）坡度I

流速v（m/s）

弥漫度降临量IL(m）

h/D

h(m)

6月7日326.2296.637000.0031.290.580.4060.97867月8日255.95298.367000.0031.30.580.4060.767858月9日201.75298.367000.0031.30.580.4060.605259月10日166.85438.318000.0031.430.590.4720.5005510-污水厂165.95438.318000.0031.430.590.4720.49785

1月2日361.210.933000.00360.60.310.0931.300322月3日327.4152.246000.0031.10.490.2940.98223月4日285.35157.56000.0031.110.50.30.856054月5日266.8160.646000.0031.110.510.3060.80045月6日278.45294.577000.0031.290.570.3990.835356月7日326.2296.637000.0031.290.580.4060.97867月8日255.95298.367000.0031.30.580.4060.767858月9日201.75298.367000.0031.30.580.4060.605259月10日166.85438.318000.0031.430.590.4720.5005510-污水厂

165.95438.318000.0031.430.590.4720.49785

截流污水干管水力计

管段编号

管道长度L（m）设计流量Q（L/s）管径D

（mm）坡度I

流速v（m/s）

弥漫度降临量IL(m）

h/D

h(m)

起点尽头起点尽头起点尽头起点

尽头95.7595.6794.5693.9994.4593.871.30

1.8095.6795.594.0893.6493.9293.481.75

2.0295.595.149

3.6892.9293.4892.732.022.4195.149

4.592.9191.5092.6891.272.463.2394.594.2591.4790.9991.2290.743.283.5194.2594.0191.0290.4690.7490.193.513.8294.0193.7590.4389.9190.1489.623.874.1393.7593.3389.9389.5389.6289.214.134.1293.33

92.99

89.5488.9389.2188.61

4.12

4.38

起点尽头起点尽头起点尽头起点

尽头96.696.3395.4594.8695.3094.711.30

1.6296.3395.9994.8494.2494.6694.071.671.9295.9995.5894.2993.6894.0793.451.92

2.1395.5894.759

3.6192.2293.3591.962.232.799

4.7594.592.2591.7591.9691.472.793.0394.594.191.7191.1891.4290.893.083.2194.193.6791.2090.5990.8990.283.213.3993.67

92.98

90.4889.56

90.1889.26

3.49

3.72

起点尽头起点尽头起点尽头起点

尽头97.8997.4795.5695.0595.3994.882.502.5997.4796.795.1094.4094.8894.182.592.5296.794.9794.3292.5794.0892.322.622.6594.9794.5692.5491.8492.2791.572.702.9994.5694.1291.8691.1591.5790.862.993.2694.1293.7691.0590.5890.7690.293.363.4793.76

92.96

90.6189.72

90.2989.40

3.47

3.56

起点尽头起点尽头起点尽头起点

尽头93.2992.9992.0890.7891.9990.691.302.3092.9992.9890.6889.7090.3989.412.603.5792.9892.9789.7188.8589.4188.553.574.4292.9792.9788.8688.0688.5587.754.425.2292.97

92.99

88.0587.21

87.6586.82

5.32

6.17

水干管水力计算表

标高（m）

埋设深度（m）地面水面管内底

水干管水力计算表

标高（m）

埋设深度（m）地面水面管内底形条件，依据技术经济指标及施工办法而定.

标高（m）

埋设深度（m）地面水面管内底

给定工厂3的出口埋深为1.5m，综合考虑取埋深为2.5m。水力计算表

标高（m）

埋设深度（m）地面水面管内底

92.999391.8090.8291.3990.411.602.599392.9990.8290.0590.4189.642.593.3592.9992.9690.0589.4489.6489.043.353.9292.9692.9489.4188.9188.9488.444.024.5092.9492.8988.9188.4188.4487.944.504.95

起点尽头起点尽头

起点尽头起点尽头93.2992.9991.9990.689681.32.3003292.9992.9890.3896889.407482.600323.5725292.9892.9789.4074888.551433.572524.4185792.9792.9788.5514387.751034.418575.2189792.9792.9991.3790