给水工程课程设计平差附表VIP免费

第19页共10页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第19页共10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)----------------------------------------------------------------------1795350.68-65.222.10-1.67.02562998200.44-13.972.02-2.02.14443981150.396.812.272.23.32704841300.5538.581.731.45.0377sqtotal=.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)----------------------------------------------------------------------17735001.16-227.753.57-2.76.01212928200.4213.241.831.70.128537964001.07134.624.113.27.02434981150.39-6.812.27-2.23.3270sqtotal=.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第20页共10页第19页共10页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第20页共10页======================================================================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======================================================================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)----------------------------------------------------------------------第21页共10页第20页共10页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第21页共10页1639400.92-115.443.09-1.97.01712731250.56-27.582.31-1.6...