| 水库坝基处理措施 |
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| 引用本文： | 张爱华,王江涛. 水库坝基处理措施[J]. 电网与水力发电进展, 2006, 22(5): 61-62 |
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| 作者姓名： | 张爱华 王江涛 |
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| 作者单位： | 新疆生产建设兵团勘测规划设计研究院一分院 新疆石河子832000 |
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| 摘 要： | 某水库已运行40多年,由于存在诸多险情,再加上大洪水的入库,坝后出现管涌,经综合比较采取塑性混凝土防渗墙方案,防渗处理之后该段坝后管涌得到明显改善,渗流得到有效控制。
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| 关 键 词： | 坝后管涌 垂直防渗墙 |
| 文章编号： | 1671-4768(2006)05-0061-02 |
| 修稿时间： | 2006-08-31 |
Treatment Measures for Dam Foundation of Reservoir |
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| ZHANG Ai-hua,WANG Jiang-tao. Treatment Measures for Dam Foundation of Reservoir[J]. Advance of Power System & Hydroelectric Engineering, 2006, 22(5): 61-62 |
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| Authors: | ZHANG Ai-hua WANG Jiang-tao |
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| Abstract: | A reservoir has been used for more than 40 years, and because it has many dangerous situations and the big flood may enters,the piping appears at the back of dam.After synthesis comparison,the plan of plastic concrete seepage prevention wall was adopted.The piping of downstream dam had distinct improvement and the filtration was under the active control after seepage prevention treatment. |
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| Keywords: | piping of downstream dam vertical seepage prevention wall |
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