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Benchmarks for single-phase flow in fractured porous media (1701.01496v1)

Published 5 Jan 2017 in math.NA and cs.CE

Abstract: This paper presents several test cases intended to be benchmarks for numerical schemes for single-phase fluid flow in fractured porous media. A number of solution strategies are compared, including a vertex and a cell-centered finite volume method, a non-conforming embedded discrete fracture model, a primal and a dual extended finite element formulation, and a mortar discrete fracture model. The proposed benchmarks test the schemes by increasing the difficulties in terms of network geometry, e.g. intersecting fractures, and physical parameters, e.g. low and high fracture-matrix permeability ratio as well as heterogeneous fracture permeabilities. For each problem, the results presented by the participants are the number of unknowns, the approximation errors in the porous matrix and in the fractures with respect to a reference solution, and the sparsity and condition number of the discretized linear system. All data and meshes used in this study are publicly available for further comparisons.

Citations (234)

Summary

  • The paper introduces benchmarks that compare discretization methods using metrics like unknown counts, approximation errors, and matrix condition numbers.
  • The paper evaluates both finite volume and embedded fracture models to reveal strengths and weaknesses in complex fracture-matrix interactions.
  • The paper provides publicly available datasets to foster further research in multi-phase transport and advanced subsurface flow modeling.

Overview of "Benchmarks for Single-Phase Flow in Fractured Porous Media"

The paper presents a comprehensive set of benchmarks for testing and comparing numerical schemes designed for modeling single-phase fluid flow in fractured porous media. The benchmarks are constructed to incrementally increase in difficulty, taking into account complex geometries such as intersecting fractures and varying physical parameters, including permeability contrasts between the fractures and the matrix.

Fractured porous media play a critical role in numerous applications, including groundwater management, petroleum resource extraction, geothermal energy production, and radioactive waste disposal. Accurately simulating flow through these complex systems requires sophisticated numerical models that can realistically capture flow dynamics within and between fractures and the surrounding porous matrix. The development and validation of such models are essential for advancing our understanding and management of subsurface resources.

Numerical Schemes Compared

The paper compares several prominent discretization methods, including:

  • Vertex and cell-centered finite volume methods.
  • Non-conforming embedded discrete fracture models.
  • Primal and dual extended finite element formulations.
  • Mortar discrete fracture models.

Each method varies based on its approach to discretizing the domain and handling fracture-matrix interactions, whether through conforming or non-conforming grids, continuous or discontinuous pressure models, etc.

Key Findings

For each benchmark problem, participants reported results in terms of:

  • Number of unknowns.
  • Approximation errors relative to a reference solution in both the porous matrix and fractures.
  • Sparsity and condition number of the discretized system's linear matrix.

Methods demonstrated varying degrees of accuracy and computational efficiency, with some showing significant numerical difficulties in handling systems with low permeability fractures. High condition numbers were noted, affecting the stability and performance of numerical solvers employed.

Implications and Future Directions

The benchmarks facilitate methodical comparison of the numerical schemes by allowing researchers to identify specific strengths or weaknesses in handling complex fractured systems. By offering publicly available datasets and meshes through a Git repository, the authors also encourage further evaluation and development of advanced numerical techniques.

In future developments, these benchmarks may be expanded to incorporate multi-phase transport, mechanical deformation, or reactive processes, acknowledging the growing complexity of real-world problems. Enhancing these models will likely require addressing current limitations related to grid conformity and numerical stability, particularly under highly heterogeneous conditions.

Conclusion

This paper contributes a valuable framework for assessing and refining numerical models of fluid flow in fractured porous media. By grounding the benchmarks in varied scenarios with evolving complexities, it advances the discourse on subsurface hydrodynamic modeling, offering a foundational toolset for both current analysis and future computational innovations. The work invites ongoing engagement from the scientific community, which may drive new discoveries and improvements in predicting and managing subsurface flows.