欢迎来到天天文库
浏览记录
ID:12757020
大小:46.04 KB
页数:43页
时间:2018-07-18
《毕业设计混领土面板堆石坝》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、毕业设计混领土面板堆石坝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...........................
2、............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.......................................61.2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...........................................
3、..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.......................................
4、...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
5、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.
6、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...................................................24
7、5.1最大断面设计............................................245.2趾板剖面的计算..........................................24第六章副坝设计...................................................266.1副坝顶宽验算............................................266.2强度和稳定验算..........................................26
8、6.2.1正常蓄水位情况........................................27
此文档下载收益归作者所有