| 申村水库大坝除险加固工程设计 |
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| 引用本文： | 孛永平,甘磊.申村水库大坝除险加固工程设计[J].水利与建筑工程学报,2011,9(2):80-84. |
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| 作者姓名： | 孛永平 甘磊 |
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| 作者单位： | 山西省水利水电勘测设计研究院;河海大学水文水资源与水利工程科学国家重点实验室; |
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| 摘 要： | 根据申村水库的工程地质条件,水库枢纽存在的问题,通过对不同除险加固工程设计方案的比选,确定除险加固最优方案,即采用泄洪洞方案(溢洪道规模维持现状,拆除原坝下涵管,在原坝下涵管位置新建泄洪洞).同时,对水库主坝和副坝分别进行了除险加固设计,并对主副坝渗流和稳定进行复核,计算表明,坝体各分区及坝基的渗透稳定、坝坡稳定均能满...
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| 关 键 词： | 大坝 除险加固 设计 渗流 稳定 |
Design for Reinforcement Project of Shencun Reservoir Dam |
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| BO Yong-ping,GAN Lei.Design for Reinforcement Project of Shencun Reservoir Dam[J].Journal of Water Resources Architectural Engineering,2011,9(2):80-84. |
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| Authors: | BO Yong-ping GAN Lei |
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| Affiliation: | BO Yong-ping1,GAN Lei2(1.Shanxi Investigation and Design Institute of Water Conservancy and Hydropower,Taiyuan,Shanxi 030024,China,2.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Science,Hohai University,Nanjing,Jiangsu 210098,China) |
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| Abstract: | Based on the geological conditions and existing problems of Shencun Reservoir Hub Project,the different reinforcement design plans are compared here to obtain the best plan,which is to build a new spillway tunnel in the original culvert position.Meanwhile,the reinforcement designs are made for the reservoir dam and assistant dam separately,and the seepage and stability conditions of the dam are re-checked.The results show that the seepage stability of each division and foundation of the dam and the stabilit... |
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| Keywords: | dam reinforcement design seepage stability |
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