A mortar finite volume method for a fractured model in porous media

被引:3
|
作者
Chen, Shuangshuang [1 ]
Rui, Hongxing [1 ]
机构
[1] Shandong Univ, Sch Math, Jinan 250100, Peoples R China
基金
中国国家自然科学基金;
关键词
Fracture model; The mortar finite volume scheme; Non-conforming meshes; Error estimates; Numerical experiments; ELEMENT-METHOD;
D O I
10.1016/j.jmaa.2016.11.019
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this paper, we consider a mortar finite volume method for a fractured model of flow in porous media. In this model, the permeability coefficients are variable between the fracture and the surrounding porous media. A finite volume method based on Raviart Thomas elements combined with the mortar technique of domain decomposition is presented, in which sub-domains are triangulated independently and the meshes do not match at interfaces. The great advantage of the method is avoiding solving the saddle-point problem, since the numerical scheme is just related to the pressure p, and the velocity u can be expressed by p. We also prove error estimates of order h on the discrete H-1 norm between the exact solution p and the mortar finite volume solution P and the (L-2)(2) norm between u and U. Finally, numerical experiments have been performed to show the consistency of the convergence rates with the theoretical analysis. (C) 2016 Elsevier Inc. All rights reserved.
引用
收藏
页码:707 / 721
页数:15
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