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Front of unimpeded infiltrated sand moving as sediment transport through immobile coarse gravel
(Taylor and Francis Ltd., 2018)
A simple model for the front of unimpeded infiltrated sand, moving as sediment transport through immobile coarse gravel particles is proposed. The theoretical celerity of the front computed by the model matched the celerity ...
Modelamiento bidimensional hidrodinámico del flujo y transporte de sedimientos a través del río Calabí y obras hidráulicas
(2015)
Physical and numerical modeling is an essential tool for validation and identification of parameters and possible problems, which a hydraulic exploitation in a natural channel is subjected. This research project focuses ...
Numerical model to estimate spills in collapses of tailings storage facilitiesModelo numérico para la estimación de vertimientos en colapsos de depósitos superficiales de relaves
(2019)
Collapses in tailings storage facilities (TSF), due to the breakage of its dam, are disasters that cause significant economic, environmental and, in some cases, human life losses. In Chile, this phenomenon has occurred ...
MODELAGEM DE CANAIS INCISIVOS - REVISÃO
(UFPR, 2004)
Numerical simulation of scour around circular piles due to unsteady currents and oscillatory flows
(Taylor & Francis, 2018)
Numerical modeling of pile scour is performed due to the action of unsteady currents and oscillatory flow greens, using 3D Reynolds averaged Navier-Stokes (RANS) equations for the hydrodynamic description and the Exner ...