污水管道(一号方案)

污水管道(一号方案)街坊编号服务面积比流量qA⑴⑵⑶⑷=200*700/（24*3600）⑸=⑶*⑷㈠1-21，612.3001.6219.9262--32,3，7,825.0561.6240.5913--45,910.6001.6217.1724--54,10,11,1221.4001.6234.6685--6135.2611.628.5236--714,159.8761.6215.999㈡1--2166.1001.629.8822--317,18，1917.3601.6228.1233--420,2111.3711.6218.4214--522,23,2418.5101.6229.9865--625,26,2717.0001.6227.5406--7286.1001.629.882㈢1--2315.3001.628.5862--332,339.7641.6215.8183--434,3510.0001.6216.2004--536,3711.1031.6217.9875--6386.0001.629.7206--7396.0001.629.720㈣1--2574.2011.626.8062--356,4910.2971.6216.6813--448,4113.5001.6221.870㈤1--2514.0001.626.4802--350,438.2401.6213.349㈥1--259,6013.6141.6222.0552--3537.0001.6211.3403--452,4513.9141.6222.541㈦1--2607.4141.6212.0112--361,5512.6031.6220.4173--454,62,63,4727.5001.6244.550主干管1--240，4211.5941.6218.7822--3447.2461.6211.7393--4467.2391.6211.7274--50.0001.620.0005--629,3012.1321.6219.6546--70.0001.620.000沿线流量管段编号本段流量⑹⑺=⑸+⑹⑻查表⑼=⑺*⑻⑽⑾0.00019.9261.94338.7127.2220.00019.92660.5171.719104.0487.22260.51777.6891.673129.9523.0567.2