住宅建筑生活给水管道设计秒流量解析.docx
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1、附录D给水管段设计秒流量计算表时间:2006-12-15来源:作者:表D-I给水管段设计秒流量计算表U:(%);q:(Ls)Uo1.022.02.5叫UgU4UqU/II(MMM)0.20I(M).(X)0.20KML(M)0.20I(MLC)O0.2027010,2871.200.2871).:N71.780.2958.000.3558.300.3558.0.3558.9603550.280.40506。0.4050.M0.4151.3()0.41545.010.4545.340.4545.69(h4646.060.46641.120.4941.450.5041.810.5042.180.5
2、1738.090.538.S30.5438.790.5439.170.55*35.65(.5735.990.5836.360.5856.740.59933.630.6133.980.6154.350.6234.730.63In31.920.6432.270.6532.640.653330.66D-IU.1.01.52.02.5MUUqUqU守H50.450.6730.800.6831.170.6931.560691229.1729.520.7129.890.7230.20.71328.040.7328390.7428.760.7529.IS0.761427.030.7627.380.7727.
3、760.7R2SJ50791526.120.7826.4K0.7926.850.8127.240.821625.300.8125.660.8226.030.8326.420.851724.56U.8324.910.8525.290.8625.68087IX23.880.8621.23O.724.610.8925.(M)0.901923.250.H823.600.9023.980.9124.370.932022.670.9123020.9223.400323.790.952221.630.9521.980.9722.36O.%22.7S1.00220.720.9921.07I.Ol21.451.
4、0321.85lQ52619.92I.(M20.271.0520.651.0721.051.092819.211.0819.56I.IO19.941.1220.331.1430IXS6Lll18.92Lr19.301.1619.69I.IS3217.991IS18.341.1718.72.20WJ2l223417.461.1917.811.2118.191.2418.59!.263816.971.2217.33!.2517.711.2818.ll_1.3。316.531.2616.891.2817.271.3117.661.344016.!21.2916.48L3216.86I.JS17.2S
5、l384215.741.3216.091.3516.47l.3K16.871.424415.3813515.741.3916.12t.42I6J21.454615.051.3815.411.4215.791.4516.181.494814.741.4215.10J.4515.4K1.4915.871.525014.451.4514.81l.4K15.19IVI5.S81.565513.791.5214.IS1.5614.53!&)14.921.646()13.221393S71.6313.951.6714.35I.726512.711.6513.071.7013.451,7513.84L807
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