水道港口2016，Vol.37Issue(6)：641-645,5.
云南某尾矿坝渗流三维计算分析
Analysis of 3D seepage of a tailing reservoir in Yunnan
安晓宇 1程鹏 2乐陶3
作者信息
- 1. 天津大学，天津300072
- 2. 交通运输部天津水运工程科学研究所港口水工建筑技术国家工程实验室，天津300456
- 3. 中交第一公路勘察设计研究院有限公司，西安710075
- 折叠
摘要
Abstract
To investigate the leakage problem below a tailing dam in Yunnan province, a three dimensional fi⁃nite element model was developed according to the hydrogeological and engineering geological characteristics. The effects of groundwater seepage under full⁃reservoir and normal condition were studied and analyzed respectively. The calculated results show that the foundation′s seepage overflow point at downstream slope toe presents higher hy⁃draulic gradient. Thus the pavement of permeable filter gravel layer (0.8-1.0 cm) above 3-5m range of foundation soil at downstream slope toe was proposed. It is suggested that the geotechnical membrane should be laid at the bot⁃tom of the dam to reduce the seepage around both sides and lower the soaking line of the dam.关键词
尾矿库/尾矿坝/渗流/三维有限元模型Key words
tailing reservoir/tailing dam/seepage/three dimensional finite element model分类
建筑与水利引用本文复制引用
安晓宇,程鹏,乐陶..云南某尾矿坝渗流三维计算分析[J].水道港口,2016,37(6):641-645,5.
