Numerical Simulation of Hydraulic Jump in aCompound Channe

Citation:

Boudjelal S, Fourar A, Massouh F. Numerical Simulation of Hydraulic Jump in aCompound Channe. Engineering, Technology & Applied Science Research [Internet]. 2024;14 (5).

Abstract:

This paper studies the phenomenon of hydraulic jump in compound channels using a numerical model and provides remarkable results. Several values of the opening parameter, h1, are utilized to generate the hydraulic jumps. A recirculation zone is detected by studying the RNG-K-Ɛ turbulent Volume Of Fluid (VOF) model, which is distinguished by the modified directions of the velocity vectors. When comparedwith the experimental values, the numerical simulation demonstrated very good accuracy, with an error of no more than 9.4%. The results underline the reliability and usefulness of the VOF turbulence model for understanding and simulating the hydraulic processes in compound channels.

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Last updated on 04/29/2025