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西藏旁多水利枢纽坝基深厚覆盖层防渗分析论证
引用本文:史光宇,刘牧冲,刘清利,匡启兵.西藏旁多水利枢纽坝基深厚覆盖层防渗分析论证[J].东北水利水电,2010,28(7):4-6.
作者姓名:史光宇  刘牧冲  刘清利  匡启兵
作者单位:中水东北勘测设计研究有限责任公司,吉林,长春,130021;中水东北勘测设计研究有限责任公司,吉林,长春,130021;中水东北勘测设计研究有限责任公司,吉林,长春,130021;中水东北勘测设计研究有限责任公司,吉林,长春,130021
摘    要:旁多工程坝基覆盖层深厚。防渗面积大,且处于4000m以上的高海拔地区。因此,坝基防渗形式的选择合理与否是个关键问题。为此。通过比较灌浆帷幕、混凝土防渗墙、上墙下幕以及悬挂式防渗墙等方案,从防渗可靠性、施工技术条件、电力资源损失、运行检修条件及工程投资等诸多方面进行了综合比较,优选出坝基防渗的最佳方案。

关 键 词:坝基  深厚覆盖层  防渗  西藏旁多水利枢纽

Analysis and demonstration of deep overburden seepage for dam foundation of Pangduo hydro project in Tibet
SHI Guang-yu,LIU Mu-chong,LIU Qing-li,KUANG Qi-bing.Analysis and demonstration of deep overburden seepage for dam foundation of Pangduo hydro project in Tibet[J].Water Resources & Hydropower of Northeast China,2010,28(7):4-6.
Authors:SHI Guang-yu  LIU Mu-chong  LIU Qing-li  KUANG Qi-bing
Abstract:The Pangduo hydro project has deep overburden and large anti-seepage area,which is located in the high altitude area more than 4000m.Therefore,how to reasonably select the anti-seepage pattern of dam founda-tion is the key to the problems.By comparing these schemes of the curtain grouting,the concrete anti-seepage wall,upper wall and down curtain,hanging type anti-seepage wall,etc.the paper selects the optimum scheme of dam foundation anti-seepage by the comprehensive comparison from the many aspects of ant...
Keywords:dam foundation  deep overburden  anti-seepage  Pangduo hydro project in Tibet  
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