[HTML][HTML] Iber: herramienta de simulación numérica del flujo en ríos

E Bladé, L Cea, G Corestein, E Escolano… - Revista internacional de …, 2014 - Elsevier
Para dar respuesta a los requerimientos en materia de aguas definidos en las directrices,
reglamentos y recomendaciones existentes en la legislación española, los cuales están …

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 high‐resolution wetting and drying algorithm for free‐surface hydrodynamics

V Casulli - International Journal for Numerical Methods in …, 2009 - Wiley Online Library
A new wetting and drying algorithm for numerical modeling free‐surface flows is proposed
and analyzed. A well structured, mildly nonlinear system for the discrete water surface …

A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling

J Leandro, A Schumann, A Pfister - Journal of Hydrology, 2016 - Elsevier
Some of the major challenges in modelling rainfall–runoff in urbanised areas are the
complex interaction between the sewer system and the overland surface, and the spatial …

A methodology for linking 2D overland flow models with the sewer network model SWMM 5.1 based on dynamic link libraries

J Leandro, R Martins - Water Science and Technology, 2016 - iwaponline.com
Pluvial flooding in urban areas is characterized by a gradually varying inundation process
caused by surcharge of the sewer manholes. Therefore urban flood models need to simulate …

Experimental validation of two-dimensional depth-averaged models for forecasting rainfall–runoff from precipitation data in urban areas

L Cea, M Garrido, J Puertas - Journal of Hydrology, 2010 - Elsevier
This paper presents an experimental validation of two widely used numerical models in
urban flood inundation studies, the two-dimensional dynamic and diffusive wave models …

Turbulence modeling and simulation in hydraulics: A historical review

W Rodi - Journal of Hydraulic Engineering, 2017 - ascelibrary.org
The paper reviews in condensed form and from a historical perspective the various methods
for treating and simulating turbulence and its effects in hydraulic flows. After highlighting the …

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 robust well-balanced model on unstructured grids for shallow water flows with wetting and drying over complex topography

J Hou, F Simons, M Mahgoub, R Hinkelmann - Computer methods in …, 2013 - Elsevier
To simulate complex flows involving wet-dry fronts in irregular terrains over arbitrary beds,
this paper presents a 2D well-balanced shallow water flow model, based on an unstructured …

An unstructured node-centered finite volume scheme for shallow water flows with wet/dry fronts over complex topography

IK Nikolos, AI Delis - Computer Methods in Applied Mechanics and …, 2009 - Elsevier
An unstructured high-resolution, node-centered finite volume algorithm for triangular grids is
developed in order to simulate unsteady, two-dimensional, shallow water flows over …