A multi-phase SPH simulation of hydraulic jump oscillations and local scouring processes downstream of bed sills. (January 2022)

• Record Type: Journal Article
• Authors: De Padova, Diana; Meftah, Mouldi Ben; Mossa, Michele; Sibilla, Stefano
• Is Part Of: Advances in water resources. Volume 159(2022)
• Publication Date: 2022-01
• Subjects: Smoothed particle hydrodynamics -- Flow patterns -- Scour holes -- Hydraulic jump -- Local scouring processes; Hydrology -- Periodicals; Hydrodynamics -- Periodicals; Hydraulic engineering -- Periodicals; 551.48
• DOI: 10.1016/j.advwatres.2021.104097
• Languages: English
• ISSNs: 0309-1708

Abstract

Highlights: A multi-phase SPH sediment-water model is proposed for flow simulation in scour holes. Experimental observations have been used for the calibration of an SPH model. Detailed physical processes of hydraulic jump flows in a scour hole are investigated. Abstract: In the present study, we numerically focus on the vorticity generation mechanism in a scour hole developed downstream of a grade control structure in sand-bed channels. The liquid-granular flow has been simulated through a symplectic Weakly Compressible SPH scheme with a two-equation turbulence model, where the two phases are treated as continua with different rheological properties. The equilibrium configuration of flow field and bed topography is reached after a transient period in which the system oscillates between two flow patterns: (i) the scour hole shows a relatively steep hump downstream of it, increasing the free surface elevation and generating a B-jump type with a counterclockwise rotating macro-vortex structure which pushes the main flow towards the bed, where strong erosive action is observed; (ii) the scour shows a relatively modest inclination of the scour cavity, leading to the formation of a wave jump dominated by a clockwise rotating macro-vortex structure.