Infragravity waves: From driving mechanisms to impacts

X Bertin, A de Bakker, AP Van Dongeren, G Coco… - Earth-Science …, 2018 - Elsevier
Infragravity (hereafter IG) waves are surface ocean waves with frequencies below those of
wind-generated “short waves”(typically below 0.04 Hz). Here we focus on the most common …

Storm-induced marine flooding: Lessons from a multidisciplinary approach

E Chaumillon, X Bertin, AB Fortunato, M Bajo… - Earth-Science …, 2017 - Elsevier
There is a growing interest for marine flooding related to recent catastrophic events and their
unintended consequences in terms of casualties and damages, and to the increasing …

Numerical resolution of well-balanced shallow water equations with complex source terms

Q Liang, F Marche - Advances in water resources, 2009 - Elsevier
This paper presents a well-balanced numerical scheme for simulating frictional shallow
flows over complex domains involving wetting and drying. The proposed scheme solves, in …

A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications

L Cea, E Bladé - Water resources research, 2015 - Wiley Online Library
This paper presents the decoupled hydrological discretization (DHD) scheme for solving the
shallow water equations in hydrological applications involving surface runoff in rural and …

A depth-averaged debris-flow model that includes the effects of evolving dilatancy. II. Numerical predictions and experimental tests

DL George, RM Iverson - Proceedings of the Royal …, 2014 - royalsocietypublishing.org
We evaluate a new depth-averaged mathematical model that is designed to simulate all
stages of debris-flow motion, from initiation to deposition. A companion paper shows how …

An efficient and stable hydrodynamic model with novel source term discretization schemes for overland flow and flood simulations

X Xia, Q Liang, X Ming, J Hou - Water resources research, 2017 - Wiley Online Library
Numerical models solving the full 2‐D shallow water equations (SWEs) have been
increasingly used to simulate overland flows and better understand the transient flow …

Derivation of a new two-dimensional viscous shallow water model with varying topography, bottom friction and capillary effects

F Marche - European Journal of Mechanics-B/Fluids, 2007 - Elsevier
Résumé Considering the three-dimensional Navier–Stokes equations with a free moving
surface boundary condition and hydrostatic approximation, we study the derivation, with …

A splitting approach for the fully nonlinear and weakly dispersive Green–Naghdi model

P Bonneton, F Chazel, D Lannes, F Marche… - Journal of Computational …, 2011 - Elsevier
The fully nonlinear and weakly dispersive Green–Naghdi model for shallow water waves of
large amplitude is studied. The original model is first recast under a new formulation more …

A 2D well-balanced shallow flow model for unstructured grids with novel slope source term treatment

J Hou, Q Liang, F Simons, R Hinkelmann - Advances in Water Resources, 2013 - Elsevier
Within the framework of the Godunov-type cell-centered finite volume (CCFV) scheme, this
paper proposes a 2D well-balanced shallow water model for unstructured grids. In this …

A new approach to handle wave breaking in fully non-linear Boussinesq models

M Tissier, P Bonneton, F Marche, F Chazel… - Coastal Engineering, 2012 - Elsevier
In this paper, a new method to handle wave breaking in fully non-linear Boussinesq-type
models is presented. The strategy developed to treat wave breaking is based on a …