某水电站大坝6号坝段坝基渗漏处理的几点启示  

Experiences from Treating No.6 Dam Foundation Seepage of A Hydropower Station

作　　者：余成钢[1] 路明 

机构地区：[1]国家能源局大坝安全监察中心,浙江杭州310014 [2]中国新型建材设计研究院,浙江杭州310014

出　　处：《红水河》2016年第1期26-29,共4页Hongshui River

摘　　要：以某水电站大坝6号坝段基础渗漏量偏大作为工程示例,通过坝基固结灌浆、帷幕补强灌浆的处理方案,坝基漏水量明显减小,压水试验表明透水率数据全部满足要求,并得出几点启示。Taking the dam foundation seepage problem in the project as an example, the paper summarizes some anti-seepage treatment schemes, such as consolidation grouting and curtain grouting, which can be well referenced by similar projects.

关 键 词：大坝 基础渗漏 防渗处理 

分 类 号：TV543.6[水利工程—水利水电工程]