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A Mortar Method Using Nonconforming and Mixed Finite Elements for the Coupled Stokes-Darcy Model

Published online by Cambridge University Press:  17 January 2017

Peiqi Huang*
Affiliation:
Department of Applied Mathematics, Nanjing Forestry University, Nanjing, Jiangsu 210037, China Jiangsu Key Laboratory for NSLSCS, School of Mathematical Sciences, Nanjing Normal University, Nanjing, Jiangsu 210023, China
Jinru Chen*
Affiliation:
Jiangsu Key Laboratory for NSLSCS, School of Mathematical Sciences, Nanjing Normal University, Nanjing, Jiangsu 210023, China
Mingchao Cai*
Affiliation:
Department of Mathematics, Morgan State University, 1700 E Cold Spring Ln, Baltimore, MD 21251, USA
*
*Corresponding author. Email:pqhuang@njfu.edu.cn (P. Q. Huang), jrchen@njnu.edu.cn (J. R. Chen), cmchao2005@gmail.com (M. C. Cai)
*Corresponding author. Email:pqhuang@njfu.edu.cn (P. Q. Huang), jrchen@njnu.edu.cn (J. R. Chen), cmchao2005@gmail.com (M. C. Cai)
*Corresponding author. Email:pqhuang@njfu.edu.cn (P. Q. Huang), jrchen@njnu.edu.cn (J. R. Chen), cmchao2005@gmail.com (M. C. Cai)
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Abstract

In this work, we study numerical methods for a coupled fluid-porous media flow model. The model consists of Stokes equations and Darcy's equations in two neighboring subdomains, coupling together through certain interface conditions. The weak form for the coupled model is of saddle point type. A mortar finite element method is proposed to approximate the weak form of the coupled problem. In our method, nonconforming Crouzeix-Raviart elements are applied in the fluid subdomain and the lowest order Raviart-Thomas elements are applied in the porous media subdomain; Meshes in different subdomains are allowed to be nonmatching on the common interface; Interface conditions are weakly imposed via adding constraint in the definition of the finite element space. The well-posedness of the discrete problem and the optimal error estimate for the proposed method are established. Numerical experiments are also given to confirm the theoretical results.

Type
Research Article
Copyright
Copyright © Global-Science Press 2017 

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