江淮水利科技Issue(2)：46-49,4.DOI:10.20011/j.cnki.JHWR.202402010
陈岗新站减压井防渗处理效果分析
Analysis of the effectiveness of anti-seepage treatment for the Chengang new station pressure relief well
陈志昊1
作者信息
- 1. 安徽省水利水电勘测设计研究总院股份有限公司,安徽 合肥 230088
- 折叠
摘要
Abstract
In order to analyze the pressure-reducing performance of relief wells as permanent wells in pumping station forebay,Chengang new station was used as a research object.The seepage stability of the foundation with different relief well arrange-ments was simulated,compared and analyzed,including single-row wells,double-row wells,the combined application of double-row wells and cement-soil replacement.The results showed that the combined application of double-row wells and cement-soil replacement had significant pressure-reducing performance,which was conducive to seepage stability and anti-sliding stability of the foundation,and could provide the design reference for the similar pumping stations.关键词
泵站/减压井/透水砂基/渗流稳定Key words
pumping station/relief wel/permeable sand base/operational efficiency analysis分类
建筑与水利引用本文复制引用
陈志昊..陈岗新站减压井防渗处理效果分析[J].江淮水利科技,2024,(2):46-49,4.
