污水管道设计流量计算

街坊编号街坊面积（ha）比流量【（L/s）/ha】流量（L/s)123456j2 1.39 2.62 3.647j50.9 2.62 2.3612.18817.669j14 1.135 2.62 2.9717.6610j11、j12 2.44 2.62 6.3920.6311j19、j20 3.02 2.627.9177.8812j3 3.26 2.628.5413j4、j6 2.17 2.62 5.6914 5.6915 5.6916j9、j10 2.71 2.627.1022.851729.9518j7 5.05 2.6213.231913.232013.2321j8 1.5 2.62 3.9313.232223242526

27j1、j21 2.09 2.62 5.4828 5.4829j18 1.03 2.62 2.7030j17 2.653 2.62 6.95 2.7031j15 1.135 2.62 2.979.6532j16 3.07 2.628.0433j13 1.23 2.62 3.2217.693420.91

居民生活污水日平均流量分配

本段

管段编号传输流量（L/s）

本段（L/s)转输（L/s）1.17 1.170.77 1.17 1.940.93 1.94 2.870.39 2.87 3.260.12 3.26 3.38

3.64 2.38.380.49 3.3812.251

4.54 2.029.24 3.8733.1117.66 2.034.77 1.099.234

5.0920.63 1.939.930.9110.3251.1627.03 1.950.7811.2362.0185.79 1.7141.9517.41159.368.54 2.118.2118.215.69 2.212.6812.685.69 2.212.6912.695.69 2.212.690.9613.6529.95 1.955.64 1.00 4.6561.2929.95 1.955.64 5.6561.2913.23 2.02

6.8926.8913.23 2.026.8926.8913.23 2.026.89 1.8128.701

7.16 2.0

33.89 1.88 1.8137.58

2.38 2.380.770.770.49

3.15 3.640.450.451.270.45 1.72

5.48 2.212.26 5.3617.625.48 2.212.27 5.3617.632.70 2.4

6.530.53

7.079.65 2.120.310.5320.8412.62 2.025.790.5326.32

8.04 2.117.2717.2720.91 1.940.410.5340.9420.91 1.9

40.410.5340.94

管段设计流量计算

合计流量（L/s）沿线流量（L/s)总变化系数

集中流量

设计流量（L/s)

工业面积（ha）

工业编号

2.881、2

1.896

2.311、14

0.9612

0.313

1.2115

2.716

2.2517

2.3718

2.4821

4.4719

4.6420

5.885、9

1.893

1.24

1.127

3.148

1.3222