| 高岭头水电站拱坝坝基渗漏分析及评价 |
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| 引用本文： | 翁新海.高岭头水电站拱坝坝基渗漏分析及评价[J].浙江水利水电专科学校学报,2002,14(1):15-16. |
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| 作者姓名： | 翁新海 |
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| 作者单位： | 浙江省水利水电勘测设计院,浙江,杭州,310002 |
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| 摘 要： | 高岭头水电站大坝是我省较早采用砼拱坝的中型水利工程之一，1998年发现渗漏，渗漏量在温度下降时，特别是零度左右时，大坝渗漏量增加，在2000年3月，渗漏量达到400m^3/d，严重影响到大坝的安全运行，查明渗漏原因是当务之急。
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| 关 键 词： | 拱坝 渗漏 安全运行 高岭头水电站 |
| 文章编号： | 1008-536(2002)01-0015-02 |
Analyzing and Evaluating of Seepage of Arch Dam Embankment of Gaolingtou |
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| WENG Xin,hai.Analyzing and Evaluating of Seepage of Arch Dam Embankment of Gaolingtou[J].Journal of Zhejiang Water Conservancy and Hydropower College,2002,14(1):15-16. |
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| Authors: | WENG Xin hai |
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| Abstract: | The dam is one of the earlier concrete arch dams,seepage was found in 1998.When the temperature fell down,the seepage increased.Especially,in March,2000,seepage reached 400m 3/d,safety running is severely affected.Therefore,it is urgent to find the cause of seepage. |
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| Keywords: | arch dam seepage safety running |
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