| 黄壁庄水库副坝垂直防渗工程施工 |
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| 引用本文： | 孙继江,李继东. 黄壁庄水库副坝垂直防渗工程施工[J]. 水利水电技术, 2005, 36(4): 72-74 |
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| 作者姓名： | 孙继江 李继东 |
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| 作者单位： | 水利部,河北水利水电勘测设计研究院,天津,300250 |
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| 摘 要： | 黄壁庄水库副坝垂直防渗墙总截渗面积近30万m^2，且地质条件异常复杂，基础渗漏严重．针对这种情况，施工中采用了适用于具体地层条件的技术设备，工程建成一年多，经检测分析工程运行正常．
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| 关 键 词： | 垂直防渗 防渗墙 施工 黄壁庄水库 |
| 文章编号： | 1000-0860(2005)04-0072-03 |
| 修稿时间： | 2005-01-12 |
Construction of vertical anti-seepage system in secondary dam for Huangbizhuang Reservoir |
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| SUN Ji-jiang,LI Ji-dong. Construction of vertical anti-seepage system in secondary dam for Huangbizhuang Reservoir[J]. Water Resources and Hydropower Engineering, 2005, 36(4): 72-74 |
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| Authors: | SUN Ji-jiang LI Ji-dong |
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| Abstract: | The total cutoff area of the vertical anti-seepage wall, the largest one within the similar projects in the world at present, in the secondary dam for Huangbizhuang Reservoir is about 0.3 million m~2 with a complicated geological condition and (heavy) seepage from the foundation. During the construction the technical equipments suitable for the geological condition in site are (adopted.) At present the project has been completed for one year more and the operation is demonstrated to be satisfactory through the inspection and the analysis concerned. |
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| Keywords: | vertical anti-seepage system anti-seepage wall construction Huangbizhuang Reservoir |
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