目 录第一章 调洪演算....................................................41.1 洪水调节计算................................................41.1.1 绘制洪水过程线.........................................41.1.2 洪水过程线的离散化.....................................51.1.2 时段内水位的试算.......................................51.1.3 方案最高水位和最大下泄流量的计算.......................61.1.4 调洪演算方案汇总.......................................71.2 防浪墙顶高程计算............................................7第二章 防浪墙计算................................................102.1 防浪墙尺寸设计.............................................102.2 防浪墙荷载分析.............................................102.2.1 完建情况..............................................102.2.2 校核洪水位情况........................................142.2.3 结果分析..............................................172.3 防浪墙配筋计算..........................................172.3.1 墙身配筋计算..........................................172.3.2 底板配筋计算..........................................182.4 抗滑稳定计算............................................192.4.1 完建工况..............................................192.4.2 非常运用工况（校核洪水位情况）........................192.5 抗倾覆计算..............................................19第三章 坝坡稳定计算................................................213.1 坝体边坡拟定............................................213.2 堆石坝坝坡稳定分析......................................213.2.1 计算公式..............................................213.2.2 计算过程及结果........................................22第四章 混凝土面板计算.............................................234.1 面板厚度及宽度..........................................234.2 面板配筋................................................23第五章 趾板设计...................................................245.1 最大断面设计.............................................
