宁村水库重力坝初步设计水工建筑物计算书--104111831

宁村水库重力坝初步设计水工建筑物计算书--104111831

ID:15583870

大小:273.00 KB

页数:55页

时间:2018-08-04

宁村水库重力坝初步设计水工建筑物计算书--104111831_第1页
宁村水库重力坝初步设计水工建筑物计算书--104111831_第2页
宁村水库重力坝初步设计水工建筑物计算书--104111831_第3页
宁村水库重力坝初步设计水工建筑物计算书--104111831_第4页
宁村水库重力坝初步设计水工建筑物计算书--104111831_第5页
资源描述:

《宁村水库重力坝初步设计水工建筑物计算书--104111831》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库

1、《水工建筑物》课程设计计算书——宁村水库重力坝初步设计目录一、工程等级的确定·······················································································3(一)原理··································································································3(二)计算过程·············

2、···············································································3二、孔口尺寸拟定及设计洪水位、校核洪水位的确定············································3(一)堰顶高程的拟定··················································································3(二)堰顶溢流前沿

3、宽度的拟定······································································3(三)设计洪水位、校核洪水位的计算·····························································4三、挡水坝设计························································································

4、······4(一)坝顶高程的确定···················································································4(二)建基面高程的确定················································································5(三)坝顶宽度的确定···············································

5、····································5(四)上下游坝坡坡率及起坡点位置的确定·························································5(五)坝面优化·····························································································5(六)坝体强度稳定承载力极限状态设计·················

6、···········································5(七)坝体上游面拉应力的正常使用极限状态设计················································5(八)坝体应力分析························································································5四、溢流坝设计······························

7、········································································5(一)溢流坝断面设计······················································································5(二)消能防冲设计·······································································

8、··················8(三)导墙设计································································································9(四)坝体强度稳定极限状态设计······································································10(五)坝体正常使用极限状态合计·························

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。