海河水利Issue(5)：100-104,5.DOI:10.3969/j.issn.1004-7328.2026.05.017
油啥水库下闸蓄水前渗漏风险分析
Risk Analysis of Yousha Reservoir Seepage before Gate Closure and Water Storage
陈加伦 1马冲 2刘田珂 2黄光靖2
作者信息
- 1. 贵州顺成劳务管理有限公司,贵州 贵阳 550081
- 2. 中国电建集团贵阳勘测设计研究院有限公司,贵州 贵阳 550081
- 折叠
摘要
Abstract
The safety and sustainable operation of the reservoir is of great significance to the economic benefits of the surrounding areas.The study employs piezometric tests and finite element analysis methods to evaluate the seepage stability of the dam foundation and dam slopes,respectively.The results show that a total of 81 sections were inspected in the piezometric tests,with the highest permeability rate found in the horizontal toe plate hole J-2,section 2 of the bedrock,which was 2.91 Lu,meeting the anti-seepage standard of 3 Lu.The AutoBank finite element simulation software was used to calculate the dam slope stability under five possible conditions,and the safety factors under each condition met the regulatory requirements.It is concluded that under the action of seepage,the dam foundation and slopes are basically stable,and there is no risk of reservoir leakage.关键词
水库渗漏/压水试验/有限元模拟/渗流稳定性Key words
reservoir leakage/packer test/finite element simulation/seepage stability分类
建筑与水利引用本文复制引用
陈加伦,马冲,刘田珂,黄光靖..油啥水库下闸蓄水前渗漏风险分析[J].海河水利,2026,(5):100-104,5.
