阳泉二电厂供水调蓄库渗漏分析与岸坡稳定  

Analysis on Seepage and Stability of Bank Slope For Storage Reservoir of the Second Power Plant of Yangquan City

作　　者：程润虎[1] 刘文京 张寿 

机构地区：[1]水利部山西水利水电勘测设计研究院,太原030024 [2]山西省勘察研究院,太原030013 [3]阳泉二电厂供水工程指挥部,平定045200

出　　处：《山西水利科技》1999年第S1期22-24,共3页Shanxi Hydrotechnics

摘　　要：阳泉二电厂供水调蓄库是解决输水线路发生故障或检修时安全正常运行的关键设施。本文在研究库盆地质及渗透特征的基础上，分析评价了不同防渗状态下库盆渗漏及稳定，确定了安全可靠的防渗方案。In this paper,the geologic characteristics of storage reservoir of the Second Power Plant of Yangquan City are introduced in detail,the seepage and stability of side slope under natural condition,seepage prevention by compaction,and seepage prevention by geomembrane and geotechnical texture are analysed and compared,the conclusion is that the seepage prevention by geomembrane and geotechnical texture is feasible in economy,and safe and reliable in quality.

关 键 词：防渗 渗漏 稳定 复合土工膜 

分 类 号：TV223.4[水利工程—水工结构工程]