1. Hunan Academy of Water Resources and Hydropower Sciences,Changsha 410007,China 2. Changsha County Key Engineering Administration Bureau,Changsha 410100,China 3. Hunan Baihe Water Conservancy Construction Co. Ltd.,Changsha 410007,China
Influenced by normal fault F2 of right abutment,karst is extensively developed in a reservoir and, as a result, there exists the leakage problem. Although several anti-seepage treatments have been conducted,leakage problem still exists in the near-dam reservoir area,and the situation has been getting worse and worse. In this study. the seepage of the reservoir was detected by flow field method,natural electric field method and high density resistance method. According to the results obtained, comprehensive geophysical prospecting method can accurately obtain the location information of seepage source and seepage channel of the reservoir; the sealing quality of old tunnels is poor and there are leakage problems, which also leads to concentrated seepage and large-scale scattered immersion of the downstream side dam body; the low mountain body on the right bank of the dam has seepage entrance and may be connected with the spring water point at the foot of the downstream mountain; the F2 fault zone on the right abutment of the dam has poor imperviousness,and there exists a leakage passage connected with the concentrated seepage points at the outcrop of downstream faults.
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