A Numerical Validation of 3D Experimental Dam-Break Wave Interaction with a Sharp Obstacle Using DualSPHysics

The presence downstream of a dam of either rigid or erodible obstacles may strongly affect the flood wave propagation, and this complex interaction may lead to further dramatic consequences on people and structures. The open-source Lagrangian-based DualSPHysics solver was used to simulate a three-di...

Full description

Saved in:

Bibliographic Details
Published in:	Water (Basel) 2021-08, Vol.13 (15), p.2133
Main Authors:	Capasso, Salvatore, Tagliafierro, Bonaventura, Güzel, Hasan, Yilmaz, Ada, Dal, Kaan, Kocaman, Selahattin, Viccione, Giacomo, Evangelista, Stefania
Format:	Article
Language:	eng
Subjects:	Approximation Barriers Boundary conditions Complexity Computational fluid dynamics Dam failure dam-break Dams DualSPHysics experiments with fluids Flood waves Fluid dynamics Fluid flow Fluid mechanics FSI Hydrodynamics Mathematical models Methods Numerical analysis Numerical models Parameter sensitivity Parameters Sensitivity analysis Simulation Smooth particle hydrodynamics SPH Wave interaction Wave propagation Weighting functions
Online Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!

Description
Summary:	The presence downstream of a dam of either rigid or erodible obstacles may strongly affect the flood wave propagation, and this complex interaction may lead to further dramatic consequences on people and structures. The open-source Lagrangian-based DualSPHysics solver was used to simulate a three-dimensional dam-break in a closed domain including an oriented obstacle that deflects the flow, thus increasing the complexity of fluid dynamics. By comparing numerical results with experimental data, the effectiveness of the model was evaluated and demonstrated with an extensive sensitivity analysis based on several parameters crucial to the smoothed particle hydrodynamics method, such as the resolution, the boundary conditions, and the properties of the interaction weight function. Charts and summary tables highlight the most suitable conditions for simulating such occurrences in the DualSPHysics framework. The presence of the obstacle, being also an opportunity for observation and study of complex fluid dynamics, opens the way to investigate the fluid interaction with solid objects involved in dam-break events and, possibly, to predict their effect with respect to the relative position between them and the flood and other relevant parameters. Finally, the numerical model presents a good overall agreement.
ISSN:	2073-4441 2073-4441