Mortar Finite Element Method for the Coupling of Time Dependent Navier-Stokes and Darcy Equations

The article discusses a nonlinear system that is dependent on time and coupled by incompressible fluid and porous media flow. Treating Darcy flow as dual-mixed form, we propose a variational formulation and prove the well-posedness of weak solutions. The discretization of domain is accomplished using a triangular mesh, with the lowest order Raviart-Thomas element utilized for Darcy equations and Bernardi-Raugel element used for Navier-Stokes equations. Using the mortar method, we construct the spaces from which numerical solutions are sought. Based on backward Euler method, we establish a fully discrete algorithm. At each single time level, the first-order convergence is demonstrated through the use of the Gronwall inequality. Numerical experiments are provided to illustrate the algorithm’s effectiveness in approximating solutions.

Authors

Publication Details

Journal
Communications in Computational Physics
Published
2025-03-23
DOI
https://doi.org/10.4208/cicp.oa-2023-0009
Primary Topic
Dam Engineering and Safety
Type
article
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article

Mortar Finite Element Method for the Coupling of Time Dependent Navier-Stokes and Darcy Equations

Chuanjun Chen, Xin Zhao null
Communications in Computational Physics
Dam Engineering and Safety
article

Mortar Finite Element Method for the Coupling of Time Dependent Navier-Stokes and Darcy Equations

Chuanjun Chen, Xin Zhao null
article en

Abstract

The article discusses a nonlinear system that is dependent on time and coupled by incompressible fluid and porous media flow. Treating Darcy flow as dual-mixed form, we propose a variational formulation and prove the well-posedness of weak solutions. The discretization of domain is accomplished using a triangular mesh, with the lowest order Raviart-Thomas element utilized for Darcy equations and Bernardi-Raugel element used for Navier-Stokes equations. Using the mortar method, we construct the spaces from which numerical solutions are sought. Based on backward Euler method, we establish a fully discrete algorithm. At each single time level, the first-order convergence is demonstrated through the use of the Gronwall inequality. Numerical experiments are provided to illustrate the algorithm’s effectiveness in approximating solutions.

Communications in Computational PhysicsVol. 37(3)
Openalex Percentile: Top 94%
Dam Engineering and Safety
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