Mathematical and numerical analysis of the mixed formulation of single phase flow in three-dimensional fractured porous media

Three-dimensional fractured-porous media are typically modeled using a reduced approach known as the Discrete Fracture Matrix (DFM) model. In this model, the rock matrix is represented in three dimensions, while the fracture network is represented as a two-dimensional (co-dimension one) structure. The system is governed by a set of partial differential equations (PDEs) that couple the flow in the 3D rock matrix with the flow in the 2D fracture network. Mixed finite element methods are particularly well-suited for discretizing this system because they ensure local mass conservation. This paper presents an existence and uniqueness result for the PDEs in mixed form, assuming that the hydraulic head is continuous across fractures (i.e., the fractures are conductive). Additionally, error estimates for the mixed finite element discretization are derived under a regularity assumption, and a mixed-hybrid approximation for the coupled problem is developed. The theoretical findings are validated through comparison with an analytical solution.

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Journal
SMAI Journal of Computational Mathematics
Published
2026-11-09
DOI
https://doi.org/10.5802/smai-jcm.154
Primary Topic
Advanced Mathematical Modeling in Engineering
Type
article
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article

Mathematical and numerical analysis of the mixed formulation of single phase flow in three-dimensional fractured porous media

Michel Kern, Géraldine Pichot, Daniel Zegarra Vasquez
3 links
SMAI Journal of Computational Mathematics
Advanced Mathematical Modeling in Engineering
article

Mathematical and numerical analysis of the mixed formulation of single phase flow in three-dimensional fractured porous media

Michel Kern, Géraldine Pichot, Daniel Zegarra Vasquez
article en

Abstract

Three-dimensional fractured-porous media are typically modeled using a reduced approach known as the Discrete Fracture Matrix (DFM) model. In this model, the rock matrix is represented in three dimensions, while the fracture network is represented as a two-dimensional (co-dimension one) structure. The system is governed by a set of partial differential equations (PDEs) that couple the flow in the 3D rock matrix with the flow in the 2D fracture network. Mixed finite element methods are particularly well-suited for discretizing this system because they ensure local mass conservation. This paper presents an existence and uniqueness result for the PDEs in mixed form, assuming that the hydraulic head is continuous across fractures (i.e., the fractures are conductive). Additionally, error estimates for the mixed finite element discretization are derived under a regularity assumption, and a mixed-hybrid approximation for the coupled problem is developed. The theoretical findings are validated through comparison with an analytical solution.

SMAI Journal of Computational MathematicsVol. 12
École nationale des ponts et chaussées (FR), CERMICS (FR), SERENA: Simulation for the Environment: Reliable and Efficient Numerical Algorithms (FR)
Advanced Mathematical Modeling in Engineering
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