| 娘子关提水二期工程调蓄水库土工膜防渗层稳定性离心模型试验分析 |
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| 引用本文： | 裴云.娘子关提水二期工程调蓄水库土工膜防渗层稳定性离心模型试验分析[J].山西水利科技,1999(Z1). |
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| 作者姓名： | 裴云 |
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| 作者单位： | 水利部山西水利水电勘测设计研究院 |
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| 摘 要： | 调蓄水库是阳泉二电厂应急供水水源，水库库容５０ 万 。为了减少库区的渗漏损失，采取了全库区防渗措施。本文通过离心模型试验对土工膜防渗层和典型地段的施工期、蓄水期、水位骤降期中的稳定性以及最不利条件下大坝上下游坡的稳定性进行了研究。
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| 关 键 词： | 调蓄水库 防渗 模型试验 |
Centrifugal Model Test for Stability of Seepage-prevention Layer of Geotechnical Membrane In Storage Reservoir of the Second Power Plant of Yangquan City |
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| Pei Yun.Centrifugal Model Test for Stability of Seepage-prevention Layer of Geotechnical Membrane In Storage Reservoir of the Second Power Plant of Yangquan City[J].Shanxi Hydrotechnics,1999(Z1). |
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| Authors: | Pei Yun |
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| Abstract: | The dam and whole reservoir area of the storage reservoir in the Second Power Plant of Yangquan City is designed to lay geotechnical memebrane in order to prevent seepage. In this paper, the stability of the seepage-prevention layer and typical dam section during construction period,storage period and sudden downfall period of water level and the stability of dam slope upstream and downstream on the most adverse condition are studied by centrifulgal model test. |
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| Keywords: | Storage Reservoir Seepage Prevention Geotechnical Membrane Centrifugal Model Test |
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