12 3.0045678
1-22-323 3.05 1.25 3.81 3.81 2.33-422 3.05 1.25 3.81 3.817.62 2.24-521 2.39 1.25 2.997.6210.61 2.15-620 2.39 1.25 2.9910.6113.60 2.06-719 2.77 1.25 3.4613.6017.06 2.07-818 1.73 1.25 2.1617.0619.22 2.08-30150.58 1.250.730.73 2.38-9919.9519.95 1.99-238 2.98 1.25 3.73 3.73 2.39-103 2.40 1.25 3.0035.6238.62 1.810-1151.5851.58 1.711-1220.77 1.250.9648.6149.57 1.812-1366.9066.90 1.729-286 3.30 1.25 4.13 4.13 2.328-275 2.38 1.25 2.98 4.137.11 2.210-274 2.30 1.25 2.887.11
9.99 2.114-15170.63 1.250.790.79 2.315-1616-1716 2.73 1.25 3.41 3.41 2.317-21140.96 1.25 1.20 1.20 2.317-1813 2.42 1.25 3.03 3.41 6.44 2.218-1912 2.42 1.25 3.03 6.449.47 2.119-209.479.47 2.120-121 1.64 1.25 2.0513.20
15.25 2.020-227 2.98 1.25 3.73 3.73 2.325-2611 3.75 1.25 4.69 4.69 2.324-2510 2.95 1.25 3.69 4.698.38 2.19-24
9
2.85
1.25
3.56
8.38
11.94
2.1
总变化系
数污水管段设计流量计算
管段编号街坊编号
街坊面积(ha)比流量[(L/s)/ha]流量
(L/s)
本段
转输流量(L/s)合计流量(L/s)居民生活污水日平均流量分配
91011
1218.61
18.618.7618.6127.3716.7618.6135.3722.2818.6140.8927.2018.6145.8134.1218.6152.7338.4418.6157.051.68 1.6837.90 4.6318.6161.248.588.5869.5223.2492.7687.69 1.8523.24112.7889.2325.09114.32113.7323.7835.74173.259.459.4515.6415.6420.9820.981.82
1.821.39
1.397.84 1.399.23
2.76 2.7614.17 1.3915.5619.89 1.3921.2819.899.2629.1530.509.2639.768.588.5810.7610.7617.6017.6025.07
25.07
设计流量(L/s)管段设计流量计算
沿线流量
(L/s)
本段(L/s)转输
(L/s)
集中流量