An operational discontinuous Galerkin shallow water model for coastal flood assessment

Hydrodynamic modeling for coastal flooding risk assessment is a highly relevant topic. Many operational tools available for this purpose use numerical techniques and implementation paradigms that reach their limits when confronted with modern requirements in terms of resolution and performances. In this work, we present a novel operational tool for coastal hazards predictions, currently employed by the BRGM agency (the French Geological Survey) to carry out its flooding hazard exposure studies and coastal risk prevention plans on International and French territories. The model, called UHAINA (wave in the Basque language), is based on an arbitrary high-order discontinuous Galerkin discretization of the nonlinear shallow water equations with SSP Runge–Kutta time stepping on unstructured triangular grids. It is built upon the finite element library AeroSol, which provides a modern C++ software architecture and high scalability, making it suitable for HPC applications. The paper provides a detailed development of the mathematical and numerical framework of the model, focusing on two key-ingredients : (i) a pragmatic P 0 treatment of the solution in partially dry cells which garantees efficiently well-balancedness, positivity and mass conservation at any polynomial order; (ii) an artificial viscosity method based on the physical dissipation of the system of equations providing nonlinear stability for non-smooth solutions. A set of numerical validations on accademic benchmarks is performed to highlight the efficiency of these approaches. Finally, UHAINA is applied on a real operational case of study, demonstrating very satisfactory results. • Arbitrary high-order DG shallow water scheme for coastal flooding application. • Focus on wet/dry treatment and respect of topographic obstacles. • Entropy based artificial viscosity shock limiter. • High-performance scaling analysis. • Validation on academic benchmarks and coastal flooding study on a real site.

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Publication Details

Journal
Ocean Modelling
Published
2024-10-05
DOI
https://doi.org/10.1016/j.ocemod.2024.102447
Citations
2
Primary Topic
Meteorological Phenomena and Simulations
Type
article
Field-Weighted Citation Impact
0.75

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article

An operational discontinuous Galerkin shallow water model for coastal flood assessment

Sébastien de Brye, Luca Arpaia, Sophie Lecacheux, Andrea Gilberto Filippini et al.
2 citations
Ocean Modelling
Meteorological Phenomena and Simulations
0.75
article

An operational discontinuous Galerkin shallow water model for coastal flood assessment

Sébastien de Brye, Luca Arpaia, Sophie Lecacheux, Andrea Gilberto Filippini, Philippe Bonneton, Rodrigo Pedreros, Mario Ricchiuto, Vincent Perrier, Simon Delmas, Fabien Marche, David Lannes, F. Boulahya
article en
2 citations

Abstract

Hydrodynamic modeling for coastal flooding risk assessment is a highly relevant topic. Many operational tools available for this purpose use numerical techniques and implementation paradigms that reach their limits when confronted with modern requirements in terms of resolution and performances. In this work, we present a novel operational tool for coastal hazards predictions, currently employed by the BRGM agency (the French Geological Survey) to carry out its flooding hazard exposure studies and coastal risk prevention plans on International and French territories. The model, called UHAINA (wave in the Basque language), is based on an arbitrary high-order discontinuous Galerkin discretization of the nonlinear shallow water equations with SSP Runge–Kutta time stepping on unstructured triangular grids. It is built upon the finite element library AeroSol, which provides a modern C++ software architecture and high scalability, making it suitable for HPC applications. The paper provides a detailed development of the mathematical and numerical framework of the model, focusing on two key-ingredients : (i) a pragmatic P 0 treatment of the solution in partially dry cells which garantees efficiently well-balancedness, positivity and mass conservation at any polynomial order; (ii) an artificial viscosity method based on the physical dissipation of the system of equations providing nonlinear stability for non-smooth solutions. A set of numerical validations on accademic benchmarks is performed to highlight the efficiency of these approaches. Finally, UHAINA is applied on a real operational case of study, demonstrating very satisfactory results. • Arbitrary high-order DG shallow water scheme for coastal flooding application. • Focus on wet/dry treatment and respect of topographic obstacles. • Entropy based artificial viscosity shock limiter. • High-performance scaling analysis. • Validation on academic benchmarks and coastal flooding study on a real site.

Ocean ModellingVol. 192
Centre National de la Recherche Scientifique (FR), Institut national de recherche en sciences et technologies du numérique (FR), Université de Pau et des Pays de l'Adour (FR), Université de Bordeaux (FR), Université de Montpellier (FR), Whale Museum (US), Laboratoire de Mathématiques et de leurs Applications (FR), Centre Hospitalier Universitaire de Montpellier (FR), Environnements et Paléoenvironnements Océaniques et Continentaux (FR), Météo-France (FR), Istituto di Scienze Marine del Consiglio Nazionale delle Ricerche (IT), Suez (France) (FR), Bureau de Recherches Géologiques et Minières (FR), Institut de Mathématiques de Bordeaux (FR)
Institut national de recherche en informatique et en automatique (INRIA), Centre National de la Recherche Scientifique, Université de Bordeaux, Bureau de Recherches Géologiques et Minières, Conseil Régional Aquitaine, Interreg
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Openalex Percentile: Top 30%
Meteorological Phenomena and Simulations
0.75
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