117.50=5.65m图4.2设计工况静水压力计算图水平向:一区:(顺时针)五区:(逆时针)垂直向:二区:(逆时针)三区:(逆时针)四区:(顺时针)表4.7设计工况下静水压力汇总表分区水平力(kN)垂直力(kN)力臂(m))力矩(kNm)顺时针逆时针一区5104.6715.2677897.26二区469.4916.737854.57三区420.3517.427322.50四区125.2618.642334.85五区-156.586.38998.984948.091015.1080232.1116176.05b.校核工况在校核工况下,上游坝前水位1150.55m由水位流量关系知,下游水位为1123.95m。上游水位1150.55m,上游水深1150.55-1117.50=33.05m下游水位1123.95m,下游水深1123.95-1117.50=6.45m图4.2校核工况静水压力计算图水平向:一区:(顺时针)五区:(逆时针)垂直向:二区:(逆时针)三区:(逆时针)四区:(顺时针)表4.7校核工况下静水压力汇总表分区水平力(kN)垂直力(kN)力臂(m))力矩(kNm)顺时针逆时针一区5357.7415.5283152.12二区501.5816.738391.43三区420.3517.427322.50四区163.2518.433008.70五区-204.066.651357.005153.681085.1886160.8217070.93c.正常使用工况在正常使用工况下,上游坝前水位1148.00m由水位流量关系知,下游水位为1121.50m。上游水位1148.00m,上游水深1148.00-1117.50=30.50m下游水位1121.50m,下游水深1121.50-1117.50=4.00m图4.2正常工况静水压力计算图水平向:一区:(顺时针)五区:(逆时针)垂直向:
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