抽水蓄能电站水库防渗技术分析  

AN ANALYSIS OF THE SEEPAGE-PREVENTION TECHNIGUES OF PUMPED-STORAGE POWER STATIONS

作　　者：李长江[1] 

机构地区：[1]中国水电顾问集团中南勘测设计研究院

出　　处：《江西水利科技》2007年第1期20-24,共5页Jiangxi Hydraulic Science & Technology

摘　　要：根据抽水蓄能电站水库渗漏特点,通过对钢筋混凝土面板、沥青混凝土面板、土料心墙、帷幕灌浆、防渗墙、复合土工膜或土料铺盖等多种防渗措施进行综合比较分析,结合坝体、坝基、库周和局部通道等具有的渗漏特性,提出了各自适用的防渗方案.Based on the seepage characteristics of pumped-storage power stations,through analyzing all kinds of methods about seepage prevention, such as reinforced concrete face slab,asphalt concrete face slab,soil core, curtain grouting, impervious wall, composite geomembrane and clay blanket and combined with the seepage peculiarities of embankment, dam foundation,reservoir basin and local leaky access,the suitable schemes for seepage-prevention are proposed separately.

关 键 词：抽水蓄能电站 水库渗漏 防渗技术 沥青混凝土 

分 类 号：TV743[水利工程—水利水电工程] TV44