RAMMS: Numerical simulation of dense snow avalanches in three-dimensional terrain

M Christen, J Kowalski, P Bartelt - Cold Regions Science and Technology, 2010 - Elsevier
Numerical avalanche dynamics models have become an essential part of snow
engineering. Coupled with field observations and historical records, they are especially …

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 …

Modelling dam-break flows over mobile beds using a 2D coupled approach

J Xia, B Lin, RA Falconer, G Wang - Advances in Water Resources, 2010 - Elsevier
Dam-break flows usually propagate along rivers and floodplains, where the processes of
fluid flow, sediment transport and bed evolution are closely linked. However, the majority of …

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 …

Spatiotemporal floodplain mapping and prediction using HEC-RAS-GIS tools: Case of the Mejerda river, Tunisia

CB Khalfallah, S Saidi - Journal of African Earth Sciences, 2018 - Elsevier
The floods have become a scourge in recent years (Floods of, 2003, 2006, 2009, 2011, and
2012), increasingly frequent and devastating. Tunisia does not escape flooding problems …

Modelling flash flood propagation in urban areas using a two-dimensional numerical model

K El Kadi Abderrezzak, A Paquier, E Mignot - Natural hazards, 2009 - Springer
This paper reports on the numerical modelling of flash flood propagation in urban areas after
an excessive rainfall event or dam/dyke break wave. A two-dimensional (2-D) depth …

Modelling urban floods at submetre resolution: challenges or opportunities for flood risk management?

GAM de Almeida, P Bates… - Journal of Flood Risk …, 2018 - Wiley Online Library
In this study, we investigate the influence of fine‐scale changes in the elevation of urban
terrains on the dynamics and final distribution of flood inundation generated by intense …

[HTML][HTML] An efficient unstructured MUSCL scheme for solving the 2D shallow water equations

J Hou, Q Liang, H Zhang, R Hinkelmann - Environmental Modelling & …, 2015 - Elsevier
The aim of this paper is to present a novel monotone upstream scheme for conservation law
(MUSCL) on unstructured grids. The novel edge-based MUSCL scheme is devised to …

Depth averaged modelling of turbulent shallow water flow with wet-dry fronts

L Cea, J Puertas, ME Vázquez-Cendón - Archives of computational …, 2007 - Springer
Depth averaged models are widely used in engineering practice in order to model
environmental flows in river and coastal regions, as well as shallow flows in hydraulic …

Generalized finite difference method for two-dimensional shallow water equations

PW Li, CM Fan - Engineering Analysis with Boundary Elements, 2017 - Elsevier
A novel meshless numerical scheme, based on the generalized finite difference method
(GFDM), is proposed to accurately analyze the two–dimensional shallow water equations …