污水干管设计流量计算表.doc

居住区生活污水量 Q1集中流量本段流量管]段编号街区编号街区面积（ha）比流量 q（L/s.ha）流量 Q(L/s)转输流量合计平均流量总变化系数生活污水设计流量本段转输设计流量（L/s）12345678910111234～1----- ----- -------------------------------15---151～211.360.4860.6600.662.31.52---1516.527～8--------------------3.293.292.37.57------7.578～9--------------------5.015.012.311.5210---21.529～10--------------------9.339.332.219.03---1029.0310～11--------------------15.0015.002.030.00---1040.0011～12--------------------18.0018.002.036.00---1046.0012～13--------------------21.8921.892.043.78---1053.7813～2--------------------27.2327.231.951.74---1061.742～38，1 67.870.4863.8227.8931.711.857.08------57.0814～15--------------------3..563.562.38.18------8.1815～16--------------------7.337.332.316.86------16.8616～17--------------------12.0012.002.125.2------25.217～18--------------------19.7319.732.039.46------39.4618～19--------------------25.8425.841.949.10------49.1019～20--------------------29.429.41.955.86------55.8620～21--------------------35.1635.161.863.29------63.2921～22--------------------40.2940.291.867.25------67.2522～23--------------------42.1742.171.872.52------72.523～4241.940.4860.9472.8874.821.7127.19------127.194～5345.670.4862.7674.8277.581.7131.89------131.8923～24--------------------3.053.052.37.0120---27.0124～25--------------------8.328.322.218.30---2038.3025～26--------------------14.8614.862.131.221---2051.2126～27--------------------14.8614.862.131.221152066.2127～28--------------------14.8614.862.131.221---3566.2128～29--------------------18.1718.172.036.34---3571.3429～30474.300.4862.0918.7220.811.939.54---3574.5630～31--------------------22.7322.731.943.19---3543.1931~32--------------------30.8030.801.958.52---3558.5232~33--------------------37.9837.981.868.36---3568.3633~5--------------------45.1045.101.868.36---3568.365~6438.970.4864.36122.6 8127.041.8203.26---60263.26。