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尼泊尔波迪科西水利枢纽三维渗流分析
引用本文:王恩志,鲁岐峰,杨太华.尼泊尔波迪科西水利枢纽三维渗流分析[J].工程地质学报(英文版),2000,8(4):471-474.
作者姓名:王恩志  鲁岐峰  杨太华
作者单位:1.清华大学水利水电工程系,北京100084;
基金项目:国家自然科学基金资助项目!(编号 :5 94790 10 )
摘    要:针对尼泊尔波迪科西水电工程首部枢纽布置和软土坝基的岩性条件和渗透特征 ,通过对混凝土防渗墙深度、灌浆帷幕长度、混凝土渗透性、地基渗透性的敏感性分析 ,确定出防渗墙和防渗帷幕的优化方案 ,并对三种库水位工况下的三维渗流场进行了详细的计算分析 ,为工程优化设计提供依据.

关 键 词:防渗墙    防渗帷幕    敏感性分析    三维渗流    坝基扬压力
收稿时间:1999-10-22

ANALYSIS OF THREE-DIMENSIONAL SEEPAGE OF BHOTE KOSHI HYDROELECTRIC PROJECT IN NEPAL
WANG En-zhi,LU Qi-feng,YANG Tai-hua.ANALYSIS OF THREE-DIMENSIONAL SEEPAGE OF BHOTE KOSHI HYDROELECTRIC PROJECT IN NEPAL[J].Journal of Engineering Geology,2000,8(4):471-474.
Authors:WANG En-zhi  LU Qi-feng  YANG Tai-hua
Institution:1.Department of Hydraulic Engineering of Tsinghua University, Beijing 100084;2.Mid South Design Institute for Hydroelectric Projects, NAtional Eleltric Power Company, Yichang 443100
Abstract:According to the layout, condition of pebble foundation and character of permeability of Bhote Koshi hydroelectric project head works in Nepal, the optimal design plan of impermeable wall determined and grouting curtain was by analysis of sensitivity about the depth of concrete impermeable wall, the length of grouting curtain and the permeability of concrete and foundation, and also three dimensional seepage calculation under the conditions of three reservoir water levels was carried out. The result will provide the basic data for the optimal design.
Keywords:Impermeable wall  Impermeable curtain  Sensitivity analysis  Three  dimensional seepage  Foundation uplift  8
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