东北水利水电2025，Vol.43Issue(9)：1-5,5.
桑皮勒水电站上游土石围堰设计分析
Design and analysis on upstream earth-rock cofferdam of Sangpile Hydropower Station
周凯 1李泽鑫1
作者信息
- 1. 新疆水利水电勘测设计研究院有限责任公司,新疆 乌鲁木齐 830000
- 折叠
摘要
Abstract
The seepage stability of high earth-rock cofferdam slopes is of vital importance in the construction safety and progress control of water conservancy and hydropower projects.Taking the earth-rock cofferdam upstream of the Sangpile Hydropower Station as an example,this article adopts the finite element analysis method for a total of 9 combined working conditions,including 3 filling materials(fine sand,gravel,and plain fill soil)and 3 water-facing slope ratios(1:3.0,1:2.5,1:2).The research was conducted based on the indicators of the maximum seepage flow per single width and the slope stability coefficient.The results show that the filling material has a significant impact on the seepage flow,and the slope ratio of the water-facing slope has a significant influence on the stability of the cofferdam.The recommended plan that complies with safety regulations and can effectively control investment costs was finally determined.The research results can provide a new idea for solving the seepage stability problem of similar cofferdam slopes.关键词
土石围堰/边坡稳定/迎水坡坡比/填筑材料/有限元分析/桑皮勒水电站Key words
earth-rock cofferdam/slope stability/water-facing slope ratio/filling material/finite element analysis/Sangpile Hydropower Station分类
建筑与水利引用本文复制引用
周凯,李泽鑫..桑皮勒水电站上游土石围堰设计分析[J].东北水利水电,2025,43(9):1-5,5.
