期刊文献+

正交分析法在水库库岸边坡稳定性评价中的应用

Application of orthogonal analysis method in stability evaluation of reservoir bank slope
在线阅读 下载PDF
导出
摘要 水库岸坡失稳破坏现象,不但影响水库工程建设的安全,同时还将会影响水库正常蓄水以及后期电站的正常运营。目前对于平原型水库塌岸研究成果较多,但是山区河谷型水库塌岸系统的研究还不完善。本文基于大量水库塌岸资料,运用正交分析法研究水库塌岸的影响因素及各影响因子的敏感性程度,并找出主要影响因子。 Instability or damage failure of reservoir bank slope may not only affect the construction safety of reservoir project,but also affect the normal impoundment of reservoir and normal operation of hydropower station.At present,there is a lot of research results on the bank collapse of plain type reservoirs,but the research on the bank collapse system of mountainous river valley type reservoirs is still not perfect.Based on lots of reservoir bank collapse data,the bank collapse influencing factors and their sensitivity were studied by orthogonal analysis method,and the major influencing factors were identified.
作者 黄宇 HUANG Yu(Guangxi Shuiyuan Intelligent Comprehensive Service Co.,Ltd.,Nanning 530023,China)
出处 《广西水利水电》 2025年第3期23-26,44,共5页 Guangxi Water Resources & Hydropower Engineering
关键词 水库塌岸 影响因子 正交分析法 SARMA法 reservoir bank collapse influence factor orthogonal analysis method Sarma method
  • 相关文献

参考文献3

二级参考文献10

共引文献187

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部