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)-1795350.68-65.222.10-1.67.02562998200.44-13.972.02-2.02396.812.272.23.32704841300.5538.581.731.45.0377sqtotal=.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)-17735001.16-227.753.57-2.76.01212928200.4213.241.831.70.128537964001.07134.624.113.27.02434981150.39-6.812.27-2.23.3270sqtotal=.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)-1553700.86-331.911.33-.73.00222211350.5351.371.36.29.00563765800.94-470.421.30-.99.00214928200.42-13.241.83-1.70.128557184501.30207.304.373.14.0151sqtotal=.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)-16078001.34-672.922.18-1.33.00202883600.78221.591.361.20.00543424600.65184.24.97.41.00224211350.53-51.371.36-.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)-1523250.46-22.401.58-.83.03702619200.4915.322.391.48.09643644200.57-18.013.20-2.06.11444478300.7351.732.951.41.0273sqtotal=.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)-1754350.81-77.682.89-2.18.02812691250.67-32.973.20-2.21.06703683350.8884.893.412.33.02744644200.5718.013.202.06.1144sqtotal=.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)-1639400.92-115.443.09-1.97.01712731250.56-27.582.31-1.69.06123691250.6732.973.202.21.06704650500.90177.122.241.45.0082sqtotal=.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)-1807450.89-140.942.48-2.00.01422770500.90-176.882.23-1.72.009738556001.06299.362.382.03.00684731250.5627.582.311.69.0612sqtotal=.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)-1419300.7854.823.281.38.02512683350.88-84.893.41-2.33.02743650500.90-177.122.24-1.45.00824452400.80-100.862.41-1.09.01085553700.86331.911.33.73.002267735001.16227.753.572.76.0121sqtotal=.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)-18556001.06-299.362.38-2.03.006825157001.36-522.652.67-1.38.002636078001.34672.922.181.33.00204765800.94470.421.30.99.00215452400.80100.862.411.09.0108sqtotal=.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)-1795350.67-64.772.07-1.65.02542998200.43-13.521.90-1.90376.512.092.05.31564841300.5539.031.761.48.0380sqtotal=.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)-17735001.26-247.763.57-2.76.01112928200.3912.341.621.50.121537964001.08135.374.163.31.02444981150.37-6.512.09-2.05.3156sqtotal=.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)-1553700.91-351.021.47-.81.00232211350.4947.461.18.25.005237658001.00-503.511.47-1.13.00224928200.39-12.341.62-1.50.121557184501.31208.964.443.19.0153sqtotal=.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)-16078001.40-702.112.38-1.44.00212883600.80227.161.421.26.00553424600.67189.811.02.43.00234211350.49-47.461.18-.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)-15232001.34-42.2013.32-6.97.165126192001.2940.5212.297.6178-24.365.56-3.58.147144783001.0976.936.162.94.0383sqtotal=.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)-1754350.95-91.123.89-2.93.03222691250.87-42.735.15-3.56.08333683350.9995.684.262.91.03044644200.7824.365.563.58.1471sqtotal=.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)-1639400.95-119.123.28-2.09.01762731250.80-39.464.45-3.25.08243691250.8742.735.153.56.083346505001.01197.682.741.78.0090sqtotal=.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)-18074501.12-177.743.82-3.08.017327705001.09-213.683.17-2.44.011438556001.12317.812.662.27.00714731250.8039.464.453.25.0824sqtotal=.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)-14193001.0775.595.962.50.03302683350.99-95.684.26-2.91.030436505001.01-197.682.74-1.78.00904452400.91-114.843.06-1.38.01205553700.91351.021.47.81.002367735001.26247.763.572.76.0111sqtotal=.098dq=.00=环号=10闭合差=.000-管段号管长