Numerical modeling of underground flow through porous media using a finite volumes scheme
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Publication:6596782
DOI10.5269/BSPM.64559MaRDI QIDQ6596782
Author name not available (Why is that?), J. El Ghordaf, Author name not available (Why is that?)
Publication date: 3 September 2024
Published in: Boletim da Sociedade Paranaense de Matemática. Terceira Série (Search for Journal in Brave)
Degenerate parabolic equations (35K65) Finite volume methods applied to problems in solid mechanics (74S10) Finite volume methods for initial value and initial-boundary value problems involving PDEs (65M08)
Cites Work
- The generalized finite volume SUSHI scheme for the discretization of Richards equation
- Adaptive multistep time discretization and linearization based on a posteriori error estimates for the Richards equation
- A mass-conservative control volume-finite element method for solving Richards' equation in heterogeneous porous media
- An adaptive time discretization of the classical and the dual porosity model of Richards' equation
- On a solution of degenerate elliptic-parabolic systems in Orlicz-Sobolev spaces. I, II
- Quasilinear elliptic-parabolic differential equations
- Nonstationary filtration in partially saturated porous media
- \(L^ 1\)-contraction and uniqueness for quasilinear elliptic-parabolic equations
- Mixed finite elements for the Richards' equation: linearization procedure
- The finite volume method for Richards equation
- A linearized finite difference scheme for the Richards equation under variable-flux boundary conditions
- The numerical solution of Richards' equation by means of method of lines and ensemble Kalman filter
- Saturated-unsaturated groundwater modeling using 3D Richards equation with a coordinate transform of nonorthogonal grids
- An edge-based finite volume scheme for saturated--unsaturated groundwater flow
- Fast and Robust Numerical Solution of the Richards Equation in Homogeneous Soil
- CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
- A third-order accurate time scheme for variably saturated groundwater flow modelling
- Improving Newton's Method Performance by Parametrization: The Case of the Richards Equation
- Simulation of complex free surface flows
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