Air–water mixing associated with high turbulence is a common hydraulic phenomenon, where the transport of entrained air bubbles and the dissipation of turbulent energy are key processes affecting the air–water mass transfer. Herein hydraulic jumps were selected as a seminal case of self-air-entrainment in transitional water flow, and the air–water flow properties were investigated at high Froude numbers from 10.5 to 13.5. The analysis of air concentration distributions and bubble size spectra enabled deviation of the rates of bubble diffusion and turbulence dissipation. The study was facilitated with re-analyses of earlier experimental data for smaller Froude numbers between 3.8 and 10. The spatial evolution of the diffusion and dissipation rates suggested that the diffusion of air bubbles and dissipation of turbulent structures were not independent processes, and, at high Froude numbers, the mix of air and water was subject to re-aeration of the turbulent shear layer by the roller.
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October 2022
Research Article|
October 11 2021
Rates of bubble diffusion and turbulence dissipation in highly aerated hydraulic jumps
Ruidi Bai, PhD;
Ruidi Bai, PhD
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, P. R. China
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Hang Wang, PhD
;
Hang Wang, PhD
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, P. R. China (corresponding author: hang.wang@uqconnect.edu.au)
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Shanjun Liu, PhD
Shanjun Liu, PhD
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, P. R. China
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Publisher: Emerald Publishing
Received:
November 11 2020
Accepted:
May 24 2021
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2021
Proceedings of the Institution of Civil Engineers - Water Management (2022) 175 (5): 233–246.
Article history
Received:
November 11 2020
Accepted:
May 24 2021
Citation
Bai R, Wang H, Liu S (2022), "Rates of bubble diffusion and turbulence dissipation in highly aerated hydraulic jumps". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 175 No. 5 pp. 233–246, doi: https://doi.org/10.1680/jwama.20.00124
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