污水干管设计流量计算表p

1、污水干管设计流量计算表,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/(sha ) ,流量q1(L/s),1,2,3,4,5,6,7,8,9,10,11,1210-11,4.12,4.12 ,2.30 ,9.48 ,9.48 11-12,7.55 ,7.55 ,2.16 ,16.32 ,16.32 12-1,10.11 ,10.11 ,2.09 ,21.16 ,21.16 1-2,1

2、2.92 ,12.92 ,2.04 ,26.33 ,26.33 13-14,26.00 ,26.00 14-15,80.00 ,26.00 ,106.00 15-16,1.44 ,1.44 ,2.30 ,3.31 ,106.00 ,109.31 16-17,4.87 ,4.87 ,2.30 ,11.20 ,106.00 ,117.20 17-18,8.90 ,8.90 ,2.12 ,18.89 ,106.00 ,124.89 18-2,12.79 ,12.79 ,2.04 ,26.09 ,106.00 ,132.09 2-3,31.29 ,31.29 ,1.85 ,57.85 ,106.00

3、,163.85 19-20,5.19 ,5.19 ,2.25 ,11.69 ,11.69 20-21,7.32 ,7.32 ,2.17 ,15.88 ,15.88 21-22,10.74 ,10.74 ,2.08 ,22.33 ,22.33 22-23,14.73 ,14.73 ,2.01 ,29.58 ,29.58 23-3,18.38 ,18.38 ,1.96 ,36.03 ,36.03 3-4,52.97 ,52.97 ,1.74 ,92.42 ,106.00 ,198.42 24-25,4.87 ,4.87 ,2.30 ,11.20 ,11.20 25-26,7.40 ,7.40 ,2

4、.17 ,16.03 ,16.03 26-27,11.19 ,11.19 ,2.07 ,23.16 ,23.16 27-28,12.86 ,12.86 ,2.04 ,26.22 ,26.22 28-29,16.01 ,16.01 ,1.99 ,31.86 ,31.86 29-4,20.23 ,20.23 ,1.94 ,39.24 ,39.24 4-5,76.76 ,76.76 ,1.67 ,128.57 ,106.00 ,234.57 5-6,76.76 ,76.76 ,1.67 ,128.57 ,106.00 ,234.57 30-31,3.47 ,3.47 ,2.30 ,7.98 ,7.9

5、8 31-32,5.20 ,5.20 ,2.25 ,11.71 ,11.71 32-33,8.44 ,8.44 ,2.14 ,18.02 ,18.02 33-34,9.90 ,9.90 ,2.10 ,20.77 ,20.77 34-35,14.04 ,14.04 ,2.02 ,28.35 ,28.35 35-36,18.87 ,18.87 ,1.95 ,36.88 ,36.88 36-6,22.52 ,22.52 ,1.92 ,43.17 ,43.17 6-7,102.03 ,102.03 ,1.62 ,165.63 ,106.00 ,271.63 37-38,40.00 ,40.00 38-

6、39,2.34 ,2.34 ,2.30 ,5.38 ,40.00 ,45.38 39-40,5.39 ,5.39 ,2.24 ,12.09 ,40.00 ,52.09 40-41,6.60 ,6.60 ,2.19 ,14.48 ,40.00 ,54.48 41-42,9.79 ,9.79 ,2.10 ,20.57 ,40.00 ,60.57 42-43,12.74 ,12.74 ,2.04 ,26.00 ,40.00 ,66.00 43-7,14.99 ,14.99 ,2.00 ,30.05 ,40.00 ,70.05 7-9,118.56 ,118.56 ,1.60 ,189.31 ,146.00 ,335.31 44-45,3.17 ,3.17 ,2.30 ,7.29 ,7.29 45-46,7.05 ,7.05 ,2.18 ,15.36 ,15.36 46-47,10.63 ,10.63 ,2.08 ,22.13 ,22.13 47-48,14.03 ,14.03 ,2.02 ,28.33 ,28.33 48-49,17.42