闸室稳定计算

顺时针+底板自重W117362.820.000.00闸墩自重W218996.410.6311980.35排架自重W31341.603.054091.88机架桥自重W42250.003.056862.50胸墙W5945.001.401323.00闸门W6823.203.052510.76启闭机W7270.483.05824.96启闭机房W84362.643.0513306.05交通桥W916700.00-3.75风荷载H63052.1440899.50顺时针+底板自重W117362.820.000.00闸墩自重W218996.410.6311980.35排架自重W31341.603.054091.88机架桥自重W42250.003.056862.50胸墙W5945.001.401323.00闸门W6823.203.052510.76启闭机W7270.483.05824.96启闭机房W84026.243.0512280.03交通桥W916700.00-3.75-62625.00水压力2822.401.333763.20水重力14676.485.2076317.70扬压力5118.42-5.732705.62269.1657329.38顺时针+底板自重W117362.820.000.00闸墩自重W218996.410.6311980.35排架自重W31341.603.054091.88机架桥自重W42250.003.056862.50胸墙W5945.001.401323.00弯矩（KN·m）表3-6-3校核水位荷载计算汇总表荷载项目垂直力（KN）水平力（KN）力臂（m）表3-6-3正常运行期荷载计算汇总表水平力（KN）力臂（m）弯矩（KN·m）垂直力（KN）闸室稳定计算合计合计表3-6-2完建期荷载计算汇总表荷载项目垂直力（KN）水平力（KN）力臂（m）弯矩（KN·m）荷载项目闸门W6823.203.052510.76启闭机W7270.483.05824.96启闭机房W84026.243.0512280.03交通桥W916700.00-3.75-62625.00水平土压力H0.000.000.00水压力5336.10-1.830.00水重力20180.165.20104936.83扬压力7028.20-5.732705.62269.1682185.31合计逆时针-694.51759.86混凝土容重2553.66土容重17.590.00水容重137.8084.00t27.60t161.05-62625.00668.00湿土壤容重(吨/米3)1.8-62625.00逆时针-694.51759.8653.6690.0037.8084.00t27.60161.05闸室段前段渗压水头1.823668.00闸室段后段渗压水头0.967正常运行期水深（m）41497.60闸室宽度36-29337.79闸室闸门前长度10.4-2224.31闸室长度16.0逆时针-694.51759.8653.6690.0037.80弯矩（KN·m）工程量（m3)表3-6-3校核水位荷载计算汇总表表3-6-3正常运行期荷载计算汇总表弯矩（KN·m）工程量（m3)表3-6-2完建期荷载计算汇总表工程量（m3)弯矩（KN·m）84.00t27.60161.05闸室段前段渗压水头2.506668.00闸室段后段渗压水头1.3250.00-9782.85正常运行期水深（m）5.52059.20闸室宽度36-40302.10闸室闸门前长度10.4-2224.31闸室长度16