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西河水电站闸坝渗漏原因及加固灌浆处理效果评价
引用本文:周江平,杨世华,黄莉.西河水电站闸坝渗漏原因及加固灌浆处理效果评价[J].四川水力发电,2004,23(3):15-17.
作者姓名:周江平  杨世华  黄莉
作者单位:1. 西南交通大学,岩土工程系,四川,成都,610031
2. 国家电力公司成都勘测设计研究院,四川,成都,610072
摘    要:西河水电站闸坝存在较为严重的库水渗漏问题。以西河水电站库水渗漏处理的全过程为例.分析了闸坝的地层、岩性、构造和水文地质条件,找到了渗漏发生的位置在左坝肩、其原因为存在溶蚀孔隙发育的顺河向透水灰岩条带.提出了渗漏处理的方案.并对灌浆处理前后的岩体的透水性进行了对比。对比资料表明:固结灌浆大幅度地降低了岩体的透水性.达到了加固岩体、减少库水渗漏的目的。

关 键 词:西河水电站  闸坝  库水渗漏  固结灌浆  效果评价
文章编号:1001-2184(2004)03-0015-03
修稿时间:2002年3月13日

Reason for Seepage of Gate Dam of Xihe Hydroelectric Station and Assessment onGrouting Reinforcement Treatment
ZHOU Jiang-ping,YANG Shi-hua,HUANG Li.Reason for Seepage of Gate Dam of Xihe Hydroelectric Station and Assessment onGrouting Reinforcement Treatment[J].Sichuan Water Power,2004,23(3):15-17.
Authors:ZHOU Jiang-ping  YANG Shi-hua  HUANG Li
Institution:ZHOU Jiang-ping~1 YANG Shi-hua~2 HUANG Li~2
Abstract:Considerable reservoir seepage occurs in Xihe hydropower station . According to treatment of Xihe hydropower station , strata , rocks , tectonics and hydrogeological condition at the gate dam is analyzed and seepage occurs on the left abutment and was caused by porous limestone zone along the river . A seepage treatment measure is provided and the permeability of rock mass is compared before and after grouting . The result indicates that the permeability of rock mass is decreased by consolidation grouting and rock mass is reinforced and reservoir seepage is reduced .
Keywords:Xihe hydroelectric station  gate dam  reservoir seepage  consolidation grouting  result assessment
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