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。
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..
出处
《中国农村水利水电》
1996年第7期21-23,共3页
China Rural Water and Hydropower
关键词
水库防渗
土坝
铺盖
优化设计
reservoir leakage control earth dam blanket optimization