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锦屏二级水电站深埋隧洞渗控研究
引用本文:王美芹.锦屏二级水电站深埋隧洞渗控研究[J].长江工程职业技术学院学报,2003,20(4):26-28.
作者姓名:王美芹
作者单位:河海大学水利水电工程学院,江苏,南京,210098
摘    要:用降雨入渗渗流有限单元法对锦屏二级水电站深埋隧洞最大埋深断面渗流场的水头分布进行了数值模拟。结合工程的现拟渗控措施经多种计算方案的求解,较详细地综合分析了各计算方案的渗控情况与特点,并获得了该断面隧洞支护上的外水压力及最优的渗控方案。

关 键 词:深埋隧洞  数值模拟  渗控设计  锦屏二级水电站
文章编号:1009-0908(2003)04-0026-03
修稿时间:2003年6月7日

Study on the Seepage Control of Deep-lying Tunnel in Jinping Hydropower Station
WANG Mei-qin.Study on the Seepage Control of Deep-lying Tunnel in Jinping Hydropower Station[J].Journal of Changjiang Engineering Vocational College,2003,20(4):26-28.
Authors:WANG Mei-qin
Abstract:The seepage field of a certain section of deep-lying tunnel in Jinping cascade 2 hydropower station has been stimulated by means of the finite element method of rain infiltration. On the basis of the present seepage control measures the behaviour of the seepage field is analysed in detail through calculations of given schemes ,finally external water pressure and the optimum seepage control scheme can be obtained.
Keywords:deep-lying tunnel  numerical simulation  seepage control design  Jinping cascade 2 hydropower station
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