13-14192.315.383000.0030.620.380.1140.576914-15147.432.63500.0030.750.460.1610.442215-16251.944.993500.0030.810.560.1960.755716-17469.8569.594000.0030.90.590.236 1.4095517-18157.987.684500.0030.950.560.2520.473718-19185.4599.374500.0030.980.610.27450.5563519-20173.25120.795000.003 1.030.580.290.5197520-21134.75137.325000.003 1.060.630.3150.404252月21日200.9146.375000.003 1.080.650.3250.602722-23195.223.673000.0030.690.490.1470.585623-24199.438.233500.0030.780.510.17850.598224-25204.355.123500.0030.840.640.2240.612925-26463.4588.784500.0030.960.570.2565 1.3903526-27164.15105.574500.0030.990.630.28350.4924527-28176.4119.475000.003 1.030.570.2850.529228-29203.4134.085000.003 1.060.620.310.61025月29日307.4157.166000.003 1.110.50.30.922230-31170.234.663500.0030.760.480.1680.510631-32233.8553.983500.0030.840.630.22050.7015532-33584.982.754500.0030.940.540.243 1.754733-34234.8109.615000.003 1.010.540.270.704434-35237.65125.335000.003 1.040.590.2950.7129535-36155.45153.326000.003 1.10.490.2940.46635Sep-36296.75178.66000.003 1.140.540.3240.890251月2日361.210.933000.00360.60.310.093 1.300322月3日327.4152.246000.003 1.10.490.2940.98223月4日285.35157.56000.003 1.110.50.30.856054月5日266.8160.646000.003 1.110.510.3060.80045月6日278.45294.577000.003 1.290.570.3990.835351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 ）充满度降落量IL(m ）h/Dh(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 ）充满度降落量IL(m ）h/Dh(m)备注：1、2号污水干管的埋设深度根据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 ）充满度降落量IL(m ）h/Dh(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，由于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 ）充满度降落量IL(m ）h/Dh(m)6月7日326.2296.637000.003 1.290.580.4060.97867月8日255.95298.367000.003 1.30.580.4060.767858月9日201.75298.367000.003 1.30.580.4060.605259月10日166.85438.318000.003 1.430.590.4720.5005510-污水厂165.95438.318000.003 1.430.590.4720.497851月2日361.210.933000.00360.60.310.093 1.300322月3日327.4152.246000.003 1.10.490.2940.98223月4日285.35157.56000.003 1.110.50.30.856054月5日266.8160.646000.003 1.110.510.3060.80045月6日278.45294.577000.003 1.290.570.3990.835356月7日326.2296.637000.003 1.290.580.4060.97867月8日255.95298.367000.003 1.30.580.4060.767858月9日201.75298.367000.003 1.30.580.4060.605259月10日166.85438.318000.003 1.430.590.4720.5005510-污水厂165.95438.318000.003 1.430.590.4720.49785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 ）充满度降落量IL(m ）h/Dh(m)起点终点起点终点起点终点起点终点95.7595.6794.5693.9994.4593.87 1.301.8095.6795.594.0893.6493.9293.48 1.752.0295.595.1493.6892.9293.4892.73 2.02 2.4195.1494.592.9191.5092.6891.27 2.46 3.2394.594.2591.4790.9991.2290.74 3.28 3.5194.2594.0191.0290.4690.7490.19 3.51 3.8294.0193.7590.4389.9190.1489.62 3.87 4.1393.7593.3389.9389.5389.6289.21 4.13 4.1293.3392.9989.5488.9389.2188.614.124.38起点终点起点终点起点终点起点终点96.696.3395.4594.8695.3094.71 1.301.6296.3395.9994.8494.2494.6694.07 1.67 1.9295.9995.5894.2993.6894.0793.45 1.922.1395.5894.7593.6192.2293.3591.96 2.23 2.7994.7594.592.2591.7591.9691.47 2.79 3.0394.594.191.7191.1891.4290.89 3.08 3.2194.193.6791.2090.5990.8990.28 3.21 3.3993.6792.9890.4889.5690.1889.263.493.72起点终点起点终点起点终点起点终点97.8997.4795.5695.0595.3994.88 2.50 2.5997.4796.795.1094.4094.8894.18 2.59 2.5296.794.9794.3292.5794.0892.32 2.62 2.6594.9794.5692.5491.8492.2791.57 2.70 2.9994.5694.1291.8691.1591.5790.86 2.99 3.2694.1293.7691.0590.5890.7690.29 3.36 3.4793.7692.9690.6189.7290.2989.403.473.56起点终点起点终点起点终点起点终点93.2992.9992.0890.7891.9990.69 1.30 2.3092.9992.9890.6889.7090.3989.41 2.60 3.5792.9892.9789.7188.8589.4188.55 3.57 4.4292.9792.9788.8688.0688.5587.75 4.42 5.2292.9792.9988.0587.2187.6586.825.326.17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方法而定.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92.999391.8090.8291.3990.41 1.60 2.599392.9990.8290.0590.4189.64 2.59 3.3592.9992.9690.0589.4489.6489.04 3.35 3.9292.9692.9489.4188.9188.9488.44 4.02 4.5092.9492.8988.9188.4188.4487.94 4.50 4.95起点终点起点终点起点终点起点终点93.2992.9991.9990.68968 1.3 2.3003292.9992.9890.3896889.40748 2.60032 3.5725292.9892.9789.4074888.55143 3.57252 4.4185792.9792.9788.5514387.75103 4.41857 5.2189792.9792.9991.3790.53465 1.6 2.4553592.999390.5346589.55605 3.443959392.9989.5560588.7882 4.201892.9992.9688.788288.18295 4.7770592.9692.9488.0829587.5824 5.357692.9492.89水力计算表标 高（m ）埋设深度（m ）地面水面管内底。