污水管段流量计算

街坊编号

街坊面积(ha)比流量

(L/S)/ha 流量(L/S)123456781-23922.040.1351 2.98 2.98 2.392-33725.480.1351 3.44 2.98 6.42 2.203-43526.470.1351 3.58 6.4210.00 2.104-53324.200.1351 3.2710.0013.27 2.035-63224.640.1351 3.3313.2716.60 1.986-73118.500.1351 2.5016.6019.10 1.957-83019.270.1351 2.6019.1021.70 1.928-92920.600.1351 2.7821.7024.48 1.909-102818.360.1351 2.4824.4826.96 1.88

10-1126.9626.96 1.88

19-204322.300.1351 3.01 3.01 2.3920-214222.310.1351 3.01 3.01 6.02 2.2221-224123.050.1351 3.11 6.029.13 2.1222-234022.300.1351 3.019.1312.14 2.0523-243822.580.1351 3.0512.1415.19 2.0024-253620.930.1351 2.8315.1918.02 1.9625-263428.450.1351 3.8418.0221.86 1.9226-271823.600.1351 3.1921.8625.05 1.8927-281722.250.1351 3.0125.0528.06 1.87

28-1128.0628.06 1.87

11-12168.000.1351 1.0855.0256.10 1.7331-322025.570.1351 3.45 3.45 2.3632-331925.840.1351 3.49 3.45 6.94 2.18

33-12 6.94 6.94 2.18

12-131520.530.1351 2.7763.0465.81 1.7013-146,1440.640.1351 5.4965.8171.30 1.6914-15314.700.1351 1.9971.3073.29 1.6834-352726.540.1351 3.59 3.59 2.3535-3624,2650.850.1351 6.87 3.5910.46 2.0936-372526.000.1351 3.5110.4613.97 2.0237-382324.540.1351 3.3213.9717.29 1.9729-302217.800.1351 2.40 2.40 2.4530-382111.820.1351 1.60 2.40 4.00 2.3238-391312.600.1351 1.7021.2922.99 1.9139-1511,1238.900.1351 5.2622.9928.25 1.8740-41816.320.1351 2.20 2.20 2.4841-42715.470.1351 2.09 2.20 4.29 2.3042-43520.640.1351 2.79 4.297.08 2.18

43-157.087.08 2.18

15-16

2,10

37.000.1351 5.00108.62113.62 1.60

居民生活污水日平均流量分配污水管段设计流量计算

管段编号

本段流量

转输流量(L/S)

合计流量(L/S)总变化系

数Kz

16-17918.000.1351 2.43113.62116.05 1.60 44-45426.470.1351 3.58 3.58 2.35 45-17120.100.1351 2.72 3.58 6.30 2.21 17-18122.35122.35 1.59

本段(L/S)转输(L/S)91011127.1212.00

19.1214.1212.0026.1221.0012.0033.0026.9412.0038.9432.8712.0044.8737.2512.0049.2541.6612.0053.6646.5112.0058.5150.6812.0062.6850.6812.00

62.687.197.1913.3613.3619.3619.3624.8924.8930.3830.3835.3235.3241.9741.9747.3447.3452.4752.4752.4752.4797.0512.00

109.058.148.1415.1315.1315.1315.13111.8812.00123.88120.5012.00132.50123.1312.00

135.138.4410.00

18.4421.8610.0031.8628.2210.0038.2234.0610.00

44.065.88 5.889.289.2843.9110.0053.9152.8310.00

62.835.46 5.20

10.669.87 5.2015.0715.43 5.2020.6315.43 5.2020.63181.79

27.20

208.99

集中流量

设计流量(L/S) 管段设计流量计算

沿线流量(L/S)

185.6827.20212.88 8.419.6018.01 13.929.6023.52 194.5436.80231.34