TY - JOUR
T1 - Numerical approximation of the 3D hydrostatic Navier-Stokes system with free surface
AU - Allgeyer, Sebastien
AU - Bristeau, Marie Odile
AU - Froger, David
AU - Hamouda, Raouf
AU - Jauzein, V.
AU - Mangeney, Anne
AU - Sainte-Marie, Jacques
AU - Souillé, Fabien
AU - Vallée, Martin
N1 - Publisher Copyright:
© The authors. Published by EDP Sciences, SMAI 2019
PY - 2019/11/1
Y1 - 2019/11/1
N2 - In this paper we propose a stable and robust strategy to approximate the 3D incompressible hydrostatic Euler and Navier-Stokes systems with free surface. Compared to shallow water approximation of the Navier-Stokes system, the idea is to use a Galerkin type approximation of the velocity field with piecewise constant basis functions in order to obtain an accurate description of the vertical profile of the horizontal velocity. Such a strategy has several advantages. It allows - to rewrite the Navier-Stokes equations under the form of a system of conservation laws with source terms, - the easy handling of the free surface, which does not require moving meshes, - the possibility to take advantage of robust and accurate numerical techniques developed in extensive amount for Shallow Water type systems. Compared to previous works of some of the authors, the three dimensional case is studied in this paper. We show that the model admits a kinetic interpretation including the vertical exchanges terms, and we use this result to formulate a robust finite volume scheme for its numerical approximation. All the aspects of the discrete scheme (fluxes, boundary conditions, . . .) are completely described and the stability properties of the proposed numerical scheme (well-balancing, positivity of the water depth, . . .) are discussed. We validate the model and the discrete scheme with some numerical academic examples (3D non stationary analytical solutions) and illustrate the capability of the discrete model to reproduce realistic tsunami waves propagation, tsunami runup and complex 3D hydrodynamics in a raceway.
AB - In this paper we propose a stable and robust strategy to approximate the 3D incompressible hydrostatic Euler and Navier-Stokes systems with free surface. Compared to shallow water approximation of the Navier-Stokes system, the idea is to use a Galerkin type approximation of the velocity field with piecewise constant basis functions in order to obtain an accurate description of the vertical profile of the horizontal velocity. Such a strategy has several advantages. It allows - to rewrite the Navier-Stokes equations under the form of a system of conservation laws with source terms, - the easy handling of the free surface, which does not require moving meshes, - the possibility to take advantage of robust and accurate numerical techniques developed in extensive amount for Shallow Water type systems. Compared to previous works of some of the authors, the three dimensional case is studied in this paper. We show that the model admits a kinetic interpretation including the vertical exchanges terms, and we use this result to formulate a robust finite volume scheme for its numerical approximation. All the aspects of the discrete scheme (fluxes, boundary conditions, . . .) are completely described and the stability properties of the proposed numerical scheme (well-balancing, positivity of the water depth, . . .) are discussed. We validate the model and the discrete scheme with some numerical academic examples (3D non stationary analytical solutions) and illustrate the capability of the discrete model to reproduce realistic tsunami waves propagation, tsunami runup and complex 3D hydrodynamics in a raceway.
KW - 3D model
KW - Euler system
KW - Finite volumes
KW - Free surface
KW - Free surface flows
KW - Hydrostatic assumption
KW - Kinetic description
KW - Navier-Stokes equations
UR - http://www.scopus.com/inward/record.url?scp=85079175390&partnerID=8YFLogxK
U2 - 10.1051/m2an/2019044
DO - 10.1051/m2an/2019044
M3 - Article
SN - 2822-7840
VL - 53
SP - 1981
EP - 2024
JO - ESAIM: Mathematical Modelling and Numerical Analysis
JF - ESAIM: Mathematical Modelling and Numerical Analysis
IS - 6
ER -