Departamento de Ingeniería Rural, Construcciones Civiles y Proyectos de Ingeniería
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Non-Hydrostatic Dam Break Flows II: One-Dimensional Depth-Averaged Modeling for Movable Bed Flows
(ASCE, 2016)The dam break flow over a movable bed is an important problem in fluvial flow processes. These flows are usually predicted by a one-dimensional (1D) approach based on a hydrostatic pressure distribution. Recent 3D ... -
Hydrodynamic analysis of fully developed turbidity currents over plane beds based on self-preserving velocity and concentration distributions
(Wiley, 2015)This paper presents a hydrodynamic analysis for the fully developed turbidity currents over a plane bed stemming from the classical three-equation model (depth-averaged fluid continuity, sediment continuity, and fluid ... -
A MATLAB software platform for modelling vertically-integrated non-hydrostatic flows with moment equations
(Elsevier, 2020)This work presents a software platform to compute depth-integrated non-hydrostatic coastal and open channel flows. The software is based on the Vertically-Averaged and Moment (VAM) equations model. The VAM model uses the ... -
Shallow water hydrodynamics: Surge propagation and sill-controlled flows
(AIP Publishing, 2024)Accurate flow models are crucial for simulating shallow water hydrodynamics, particularly in predicting and mitigating the impacts of extreme events involving free-surface flows. Many of these extreme scenarios in river ... -
Experiments on hydraulic jumps over uneven bed for turbulent flow modelling validation in river flow and hydraulic structures
(Springer Nature, 2024)This study presents a comprehensive dataset comprising multiple data packages derived from laboratory experiments on steady and unsteady hydraulic jumps interacting with a large-scale Gaussian-shaped bed obstacle in an ...