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给水工程课程设计平差附表毕业论文.doc

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给水工程课程设计平差附表毕业论文.doc

给水工程课程设计第19页附表平差(一)最大时平差结果迭代次数29环号1闭合差.008管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1795350.6865.222.101.67.02562998200.4413.972.022.02.14443981150.396.812.272.23.32704841300.5538.581.731.45.0377sqtotal.535dq.01环号2闭合差.010管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米17735001.16227.753.572.76.01212928200.4213.241.831.70.128537964001.07134.624.113.27.02434981150.396.812.272.23.3270sqtotal.492dq.01环号3闭合差.003管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1553700.86331.911.33.73.00222211350.5351.371.36.29.00563765800.94470.421.30.99.00214928200.4213.241.831.70.128557184501.30207.304.373.14.0151sqtotal.154dq.01环号4闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米16078001.34672.922.181.33.00202883600.78221.591.361.20.00543424600.65184.24.97.41.00224211350.5351.371.36.29.0056sqtotal.015dq.01环号5闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1523250.4622.401.58.83.03702619200.4915.322.391.48.09643644200.5718.013.202.06.11444478300.7351.732.951.41.0273sqtotal.275dq.00给水工程课程设计第20页环号6闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1754350.8177.682.892.18.02812691250.6732.973.202.21.06703683350.8884.893.412.33.02744644200.5718.013.202.06.1144sqtotal.237dq.00环号7闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1639400.92115.443.091.97.01712731250.5627.582.311.69.06123691250.6732.973.202.21.06704650500.90177.122.241.45.0082sqtotal.153dq.00环号8闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1807450.89140.942.482.00.01422770500.90176.882.231.72.009738556001.06299.362.382.03.00684731250.5627.582.311.69.0612sqtotal.092dq.00环号9闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1419300.7854.823.281.38.02512683350.8884.893.412.33.02743650500.90177.122.241.45.00824452400.80100.862.411.09.01085553700.86331.911.33.73.002267735001.16227.753.572.76.0121sqtotal.086dq.00环号10闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米18556001.06299.362.382.03.006825157001.36522.652.671.38.002636078001.34672.922.181.33.00204765800.94470.421.30.99.00215452400.80100.862.411.09.0108sqtotal.024dq.00给水工程课程设计第21页附表平差(二)消防平差结果迭代次数29环号1闭合差.008管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1795350.6764.772.071.65.02542998200.4313.521.901.90.14063981150.376.512.092.05.31564841300.5539.031.761.48.0380sqtotal.520dq.01环号2闭合差.010管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米17735001.26247.763.572.76.01112928200.3912.341.621.50.121537964001.08135.374.163.31.02444981150.376.512.092.05.3156sqtotal.473dq.01环号3闭合差.003管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1553700.91351.021.47.81.00232211350.4947.461.18.25.005237658001.00503.511.471.13.00224928200.3912.341.621.50.121557184501.31208.964.443.19.0153sqtotal.147dq.01环号4闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米16078001.40702.112.381.44.00212883600.80227.161.421.26.00553424600.67189.811.02.43.00234211350.4947.461.18.25.0052sqtotal.015dq.01环号5闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米15232001.3442.2013.326.97.165126192001.2940.5212.297.61.18773644200.7824.365.563.58.147144783001.0976.936.162.94.0383sqtotal.538dq.00环号6给水工程课程设计第22页闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1754350.9591.123.892.93.03222691250.8742.735.153.56.08333683350.9995.684.262.91.03044644200.7824.365.563.58.1471sqtotal.293dq.00环号7闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米1639400.95119.123.282.09.01762731250.8039.464.453.25.08243691250.8742.735.153.56.083346505001.01197.682.741.78.0090sqtotal.192dq.00环号8闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米18074501.12177.743.823.08.017327705001.09213.683.172.44.011438556001.12317.812.662.27.00714731250.8039.464.453.25.0824sqtotal.118dq.00环号9闭合差.001管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米14193001.0775.595.962.50.03302683350.9995.684.262.91.030436505001.01197.682.741.78.00904452400.91114.843.061.38.01205553700.91351.021.47.81.002367735001.26247.763.572.76.0111sqtotal.098dq.00环号10闭合差.000管段号管长管径流速流量1000I水头损失sq米毫米米/秒升/秒米18556001.12317.812.662.27.007125157001.50577.913.271.68.002936078001.40702.112.381.44.002147658001.00503.511.471.13.00225452400.91114.843.061.38.0120sqtotal.026dq.01

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