污水管段设计流量计算表(1)

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1、污水管段设计流量计算表(1)管段编号居住区生活污水量Q1集中流量设计流量(L/s)本段流量转输流量q2(L/s)合计平均流量(L/s)总变化系数Kz生活污水设计流量Q1(L/s)本段(L/s)转输(L/s)街区编号街区面积(ha)比流量q0(L/(s﹒ha))流量q1(L/s)1234567891011121-2294.200.5422.282.282.35.245.2427-10138.050.5424.364.362.310.0310.0328-11206.400.5423.473.472.37.987.9811-127.837.832.217.2

2、317.2329-12255.600.5423.043.042.36.996.9912-1310.8710.872.122.8322.8330-1399.7699.7613-210.8710.872.122.8399.76122.592-3307.250.5423.9313.1517.082.034.1699.76133.923-4314.150.5422.2517.0819.332.038.6699.76138.4231-1415.000.5422.712.712.36.236.2332-1424.500.5422.442.442.35.615.61

3、14-155.155.152.311.8511.8533-1575.650.5423.063.062.37.047.0434-1585.900.5423.203.202.37.367.3615-1611.4111.412.123.9623.9635-16147.050.5423.823.822.38.798.7916-1815.2315.232.030.4630.4636-18214.100.5422.222.222.35.115.1137-18226.250.5423.393.392.37.807.8018-1920.8420.841.939.603

4、9.6038-19263.300.5421.791.792.34.124.1239-19274.600.5422.492.492.35.735.7319-425.1225.121.947.7347.734-5323.300.5421.7944.4546.241.883.2399.76182.995-6283.050.5421.6546.2447.891.886.2099.76185.966-747.8947.891.886.2058.8599.76244.8140-2034.800.5422.602.602.35.985.9841-2046.600.5

5、423.583.582.38.238.2320-216.186.182.213.6013.6042-2193.850.5422.092.092.34.814.8143-21105.950.5423.223.222.37.417.41