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水库防渗优化设计
引用本文:胡钧涛 袁新明. 水库防渗优化设计[J]. 中国农村水利水电, 1996, 0(7): 21-23
作者姓名:胡钧涛 袁新明
作者单位:新疆石河子农学院,扬州大学
摘    要:讨论了在有限深透水地基上修建三边用土坝围成的水库时,考虑非水平长铺盖渗漏影响的土坝渗流计算方法,并建立了库盘防渗优化的数学模型,以寻求坝高、坝长及防渗范围的最优组合方案。

关 键 词:水库防渗,土坝,铺盖,优化

On Optimal Design of Reservoir Leakage Control
Hu Juntao,Yuan Xinming[ The Shihezi Agricultural Institute of the Xinjiang Uygur Autonomous Region,Yangzhou University,Yangzhou City,Jiangsu Province). On Optimal Design of Reservoir Leakage Control[J]. China Rural Water and Hydropower, 1996, 0(7): 21-23
Authors:Hu Juntao  Yuan Xinming[ The Shihezi Agricultural Institute of the Xinjiang Uygur Autonomous Region  Yangzhou University  Yangzhou City  Jiangsu Province)
Affiliation:Hu Juntao,Yuan Xinming[ The Shihezi Agricultural Institute of the Xinjiang Uygur Autonomous Region,832003Yangzhou University,Yangzhou City,Jiangsu Province)
Abstract:In case of building a reservoir on the finite depth percolating basis and surrounded by three-side earth dams,the seepage calculation method of earth dam considering percolation effect of non-horizontal and long blanket is discussed in this paper.A mathematical model of reservoir leakage control optimization is developed for finding the optimal combination of dam height and length and leakage control range..
Keywords:reservoir leakage control earth dam blanket optimization
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