Three dimensional analysis of unconfined seepage in earth dams by the weak form quadrature element method

被引:19
作者
Yuan, Shuai [1 ]
Zhong, Hongzhi [2 ]
机构
[1] Changan Univ, Inst Geotech Engn, Sch Highway, Xian 710064, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
关键词
Weak form quadrature element method; Unconfined seepage; Exit point; Earth dam; FREE-SURFACE SEEPAGE; POROUS-MEDIA; BOUNDARY-PROBLEMS; FLOW; SIMULATION; ALGORITHM; SCHEME;
D O I
10.1016/j.jhydrol.2015.12.034
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It remains challenging to determine the unknown free surface in three dimensional unconfined seepage in earth dams. A number of iterations are frequently required which make the problem computationally expensive. In the present research, a weak form quadrature element formulation is presented for three dimensional analysis of unconfined seepage which is an extension of the recently established method for two dimensional seepage problems. "Free points" are introduced by the interpolation of which the free surfaces are smoothly approximated. Grid lines are constructed in the element and the "free points" are confined to the lines when updated. An interpolatory scheme for locating the exit points is proposed. Formulations and procedures of the method are given in detail. Results of numerical examples are compared with available analytical solutions and numerical solutions in the literature and agreement is reached demonstrating the efficiency and reliability of the present formulation. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:403 / 411
页数:9
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