住宅建筑生活给水管道设计秒流量解析.docx

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)".：N71.780.2958.000.3558.300.3558.½0.3558.96035§50.280.40506。0.4050.<M0.4151.3()0.41545.010.4545.340.4545.69(h4646.060.46641.120.4941.450.5041.810.5042.180.51738.090.538.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H50.450.6730.800.6831.170.6931.560691229.1729.520.7129.890.7230.2«0.71328.040.7328390.7428.760.7529.IS0.761427.030.7627.380.7727.760.7R2SJ50791526.120.7826.4K0.7926.850.8127.240.821625.300.8125.660.8226.030.8326.420.851724.56U.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.Ol21.451.0321.85lQ52619.92I.(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。3«16.531.2616.891.2817.271.3117.661.344016.!21.2916.48L3216.86I.JS17.2Sl384215.741.3216.091.3516.47l.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.726512.711.6513.071.7013.451,7513.84L8071112.261.7212.62!.7713.00l÷K213.39l877511851.7812.21I.«512.59LJWI2991958011.491.8411.84I.«92.22I%12.622.02851L61.9()11.511.9611.892.0212.282.099010.851.9511.202.0211.SR2(Wll.9K2.169510.572.0110.922.OK11.302J5Il.702.2210()10.312.0610.66213II.(M2.2111.44229IIO9.8424710.202.2410.5K2.53IM972.41D-I1.01.52.02.5MUgUgUqU41209.442.269.792.3510.172.4410.562.541309082.369.432.459.812.5510.212.651408.762,459.112.559.492.669tf92.771508.472.54H.K326S9.202.769.602.HK1608.212.658.572,748.942,断9.342.991707.9«2.718.332.838.712.969.103.091807.762.798.112.928.493.06«.«93.201907.562.«77.913.0)8.293.15*A93.302007.382.957.733.098.113.248.503.SO2207.053.107.403*267.783.42*.173.602406.763.257.113.417.493.607.883.782606.513.286.863.577.2437(7.633.97»06.283.526.633.727.013.937.404.153006.083.656.433.866.814.087.204323205.893.776.254.006.624.247.024.49405.733.896.084.136.464.396.KS4.66-05.574.015.934.276.304.S46.694.«2总Q5.434/35.794.406.164.686.554.984005304.245.664.526.03九83M25J44205.184.355.544.653.914.%6.30SN4405.074.465.424.77S.KO5.IO6.195.454604.974.575324.R95,69536.08$.60制4.874.675.225.015.595.375.W5.755004.784.785.135.135.505.505K95.89SSO4.575.024.925.415.295*825.6K6.25MM)4.395.264.745.6X5.116.135.506.606504.235.494.585.954.956.435.546.947004.OK5.724.436.204.816.735.197.277503.955.934.306.J64.687.025O77.608003.846.144.196.70J.567.304.957.928503.736.344.08J*J57.574.M8.23MOO3.646.543.987.174.367.JU4.758.549505,556.743.907.4027SJl4.66*曲I(M)O3.466.933N工634.198.374.57').1、I1003.327.308.064.04K.图4.429.7312003.097.653.58.493.919.3«4.2910.31D-I1.01.52.()UqU</UVM>3.077.993.428,903.799.861404»2.978.333.329.303.6910.3415002.SK«.653.239.693.6010.80160(12M8.963.1510.073.5211*26ITOo2.739.273.0710.453.4411.71IffiXI2669.573.00KLKI3.3712.15IMHI2,599.X62.9411.173.3112,5K20002.5410.142"11.533.2513.0122002.4310.702.7812.223.1513.8524002.3411.232.6912.K93.0614.6726002.2611.752.6113.552.9715.472S0O2.1912.262.5314.192.9016.253W02.t212.752.4714.812.8417.0332002J1113.222.4115.432.7817.7934002.013.692.3616.032.7318.5436001.9614.152.1316.622.6819.2739001.9214.592.2617.212.6320.(M>4(MM»1.88S032.2217.782.5920,7242(M»1.8415.462.1818.352.5521.4344001.8015.SS2.1518.912.5222J44OO1.7716.302.1219.462.4822.«44S()01.74t6.7l2JJK20.002.4323.535a)n1.7117.112.0520.542.4224.2155cI.6518.101.9921.872.3525.9n600()1.5919.05IA323.162.3027.55650()1.5419.97I.KK24.432.L29.187W01.4920.881.8325.672.2030.7875001.4521.761.7926,H«2.1632.36S(M)OI.4122.621,7621M)X2.1233.92X5onI.3823.46L7229.262.0935.47D-I1.0L52.02.5MU"UqUVU</40001.1431.JWY=I3333IS(MM)1.1133.31U=I59=40I6(MK)1.0834.69I7(MM)t.0636.05ISIMM)1.0437.3919()(K)1.0238.702(NMK)10040.00表D-2给水管段设计秒流量计算表U:(%);q：(Ls)30354.Q4.5YUVU4U守UqII()0.OO0.20KMLOO0.20100.(M)0.20100.000.20272.080.2972.390.2972.700.2973.020.29359.310.3659.660.3660.02(L3660.380.56451.660.4152.030.4252.410.42BB0.42546.430.4646.820.4747.210.4747.600.48642.57().5142.960.5243.350.5243.760.53739.560.5539.960.5640.360.5740.760.57837.130.5937.530.6037.940.6138.350.61935.120.6335.530.6435.930.653%.3厂0.65IO33.420.6733.830.6834.240.6834.650.69Il31.960.7032.360.7132.770.7233.190.731230.680.7451.09通7531.5()0.7631.920.771329.550.7729.960.7830.370.7930.790.K01428.550.802X960.8129.370.8229.790.83IS27.640.8328.OS0.842«.470.«528.890.871626.830.K627.240.8727.650.8828.080.901726.080.8926.490.9()26.910.9!27.330.931825.400.9125.810.9326.230.9426.650.961924.770.9425.190.960.9726.032024.200.9724.610.9825.031.0025.451.022223.161.0223.571.0423.991.0624.411.072422.251.0722.661.0923.OK1.1123.511.132621.451.1221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