污水干管设计流量计算表沿 线 流 量本段流量管段编号比流量街区编街区面积q(L/s·0号(104m2)104m2)2自编3计算机量4公式流量q1(L/s)53×4转输流量q2(L/s)6累计平均流量(L/s)75+6总变化系 数8公式累计设计流量(L/s)本段(L/s)10转输(L/s)11集中流量累 计设计流量(L/s)1210+11252.916.5510.042.201.380.4860.4860.4860.4860.4861.413.184.881.070.671.413.184.884.885.951.413.184.885.956.622.302.302.302.222.193.257.3211.2213.2014.521数值来源1-28-99-1010-22-33-497×825.0025.0025.00总设计流 量(L/s)139+11253.257.3211.2238.2039.52街坊编号1234567街坊面积（公顷）1.211.72.081.982.22.21.432.211.96街坊编号121314151617181920街坊面积（公顷）2.41.212.281.451.721.81.661.23街坊编号2324252627街坊面积（公顷）1.82.22.042.4102.04211.53112.4221.71
