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1、序号名称肖岭1节制闸人字河2东闸人字河3西闸新民4节制闸姚毛湾5节制闸严赵6节制闸蔡郑7节制闸瓦庙8分水闸台岭9分水闸何畈10分水闸周雷11分水闸涵闸稳定复核成果表表5-5最大最小规范要现状防应力不均匀系数抗滑稳定安全系计算求的防数c应力应力渗长度工况渗长度（KPa）（KPa）(m)规范值设计值规范值设计值(m)完建52.746.321.141.2设计50.345.410.52921.111.21.8校核53.444.216.5292.51.211.051.4完建72.852.421.391.2设计74.261.410.512.521.211.21.9校核71.358.61212.52.51.
2、221.051.72完建45.439.121.161.2设计47.541.2310.521.151.22.3校核48.542.17.210.52.51.151.051.4完建53.447.621.121.2设计55.849.335.321.131.21.9校核51.142.64.85.32.51.201.051.3完建56.448.621.161.2设计57.348.210.516.521.191.22.1校核59.751.21516.52.51.171.051.5完建53.645.821.171.2设计57.448.238.521.191.22.1校核56.145.87.28.52.51.2
3、21.051.3完建47.641.821.141.2设计48.942.310.51621.161.21.9校核46.137.814162.51.221.051.4完建91.7259.5621.541.2设计84.4761.2161721.381.22.2校核78.8458.415172.51.351.051.64完建65.855.821.181.2设计67.257.971221.161.22.3校核63.8509122.51.281.051.4完建47.540.121.181.2设计49.841.291821.211.22.3校核49.642.315182.51.171.051.6完建58.3
4、50.421.161.2设计61.251.6716.521.191.22.511分水闸张代12分水闸刘巷13分水闸谷石14分水闸冯店15分水闸何倒16分水闸蔡郑17分水闸龙尾18分水闸雷陈19分水闸治山20泄洪闸姚毛湾21泄洪闸校核59.749.41216.52.51.211.051.8完建81.3257.6221.411.2设计76.3150.437.5921.511.21.9校核70.2151.25992.51.371.051.4完建45.839.421.161.2设计46.340.235.321.151.22.2校核43.936.34.85.32.51.211.051.71完建49.34
5、1.221.201.2设计51.443.838.521.171.22.1校核52.244.27.28.52.51.181.051.5完建80.249.3221.631.2设计66.3259.213721.121.21.9校核60.4347.96672.51.261.051.53完建66.760.321.111.2设计66.561.4610.521.081.22.2校核68.357.2910.52.51.191.051.7完建47.641.221.161.2设计44.942.235.321.061.21.8校核46.339.94.85.32.51.161.051.56完建64.355.421.161.2设计61.956.710.513.521.091.21.8校核61.446.91213.52.51.311.051.3完建82.671.321.161.2设计83.973.238.521.151.21.8校核79.366.47.28.52.51.191.051.4设计80.464.4613.521.251.22.1校核72.4352.871213.52.51.371.051.6设计77.259.3838.521.301.21.7校核68.4248.527.28.52.51.411.051.4