Implicit kinetic schemes for the Saint-Venant system

Explicit (in time) kinetic schemes applied to the nonlinear shallow water equations have been extensively studied in the past. The novelty of this paper is to investigate an implicit version of such methods in order to improve their stability properties. In the case of a flat bathymetry we obtain a fully implicit kinetic solver satisfying a discrete entropy inequality and keeping the water height non negative without any restriction on the time step. Remarkably, a simplified version of this nonlinear implicit scheme allows to express the update explicitly which we implement in practice. The case of varying bottoms is then dealt with through an iterative solver combined with the hydrostatic reconstruction technique. We show that this scheme preserves the water height non-negativity under a CFL condition and satisfies a discrete entropy inequality without error term, which is an improvement over its explicit version. An extension of the implicit and iterative methods to the two dimensional case is also discussed. Finally we perform some numerical validations underlining the advantages and the computational cost of our strategy.

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Publication Details

Journal
ESAIM. Mathematical modelling and numerical analysis
Published
2025-05-24
DOI
https://doi.org/10.1051/m2an/2025038
Primary Topic
Computational Fluid Dynamics and Aerodynamics
Type
article
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article

Implicit kinetic schemes for the Saint-Venant system

Jacques Sainte-Marie, Mathieu Rigal, Chourouk El Hassanieh
ESAIM. Mathematical modelling and numerical analysis
Computational Fluid Dynamics and Aerodynamics
article

Implicit kinetic schemes for the Saint-Venant system

Jacques Sainte-Marie, Mathieu Rigal, Chourouk El Hassanieh
article en

Abstract

Explicit (in time) kinetic schemes applied to the nonlinear shallow water equations have been extensively studied in the past. The novelty of this paper is to investigate an implicit version of such methods in order to improve their stability properties. In the case of a flat bathymetry we obtain a fully implicit kinetic solver satisfying a discrete entropy inequality and keeping the water height non negative without any restriction on the time step. Remarkably, a simplified version of this nonlinear implicit scheme allows to express the update explicitly which we implement in practice. The case of varying bottoms is then dealt with through an iterative solver combined with the hydrostatic reconstruction technique. We show that this scheme preserves the water height non-negativity under a CFL condition and satisfies a discrete entropy inequality without error term, which is an improvement over its explicit version. An extension of the implicit and iterative methods to the two dimensional case is also discussed. Finally we perform some numerical validations underlining the advantages and the computational cost of our strategy.

ESAIM. Mathematical modelling and numerical analysisVol. 59(4)
Université de Bordeaux (FR), Sorbonne Université (FR), Laboratoire Jacques-Louis Lions (FR), Institut de Mathématiques de Bordeaux (FR)
Openalex Percentile: Top 100%
Computational Fluid Dynamics and Aerodynamics
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