Abstract
Plunge pools are an economical means for discharging energy flows downstream of dams. However, the high energy discharge usually falls down from a considerable height, which leads to the phenomenon of erosion. The understanding of this risk is of paramount importance. In this study, a numerical modeling using a coupled SPH-FEM-DEM method was developed to simulate the hydraulic behavior of a physical model Ski-Jump Spillway. Several examples of validation demonstrate the precision of developed models.
Acknowledgments
The author thanks CADFEM North Africa for its support.
Disclosure statement
No potential conflict of interest was reported by the author.
Additional information
Notes on contributors
Seddik Shiri
Seddik Shiri is the Head of Department of Mechanical Engineering in National Engineering School of Bizerte, Tunisia.
Researcher in the Research laboratory on Applied Mechanics and Engineering (LR-MAI-ENIT).
He received the M. S. degree from the University of Monastir, Tunisia, in 2007 and the Ph. D. degree from the University of Technology of Compiegne, France, in 2011. His research interests include computer-aided design, structural optimization, impact and crash simulation, analysis and design for composite structures, additive manufacturing and computational hydraulics and fluid mechanics.