Transient free-surface seepage in three-dimensional general anisotropic media by BEM

被引:31
|
作者
Rafiezadeh, K. [1 ]
Ataie-Ashtiani, B. [1 ,2 ]
机构
[1] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
[2] Flinders Univ S Australia, Natl Ctr Groundwater Res & Training, Adelaide, SA 5001, Australia
关键词
Seepage; Free-surface; Boundary element method; Anisotropic; Kinematic boundary condition; Dam; Unconfined aquifer; VARIABLY SATURATED FLOW; BOUNDARY-ELEMENT METHOD; THROUGH POROUS-MEDIA; HEAT-CONDUCTION; FIELD PROBLEMS; AQUIFERS; WATER;
D O I
10.1016/j.enganabound.2014.04.025
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Kinematic boundary condition is usually used when dealing with transient free-surface flow problems in isotropic media. When dealing with anisotropic problems, a transformation can transform the anisotropic media to an equivalent isotropic media for seepage analysis, but the kinematic boundary condition cannot be used directly in the transformed media. A generalization of the kinematic boundary condition along any arbitrary direction is derived for use in the transformed domain for general three-dimensional anisotropic problems. A boundary element method for solving transient free-surface seepage problems is developed and the treatment of the proposed kinematic boundary condition in the boundary element method is given. Three examples have been solved to show the reliability and flexibility of the model. Examples are verified with some available experimental and numerical cases to show the accuracy of the model for predicting the phreatic surface and it is shown that anisotropy has a very important and non-neglecting effect in the behavior and the shape of phreatic surface. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:51 / 66
页数:16
相关论文
共 50 条