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Large-scale laboratory study of breaking wave hydrodynamics over a fixed bar

Caceres, Ivan; van der A, Dominic A.; van der Zanden, Joep; O'Donoghue, Tom; Hurther, David; Cáceres, Iván; McLelland, Stuart J.; Ribberink, Jan S.

Authors

Ivan Caceres

Dominic A. van der A

Joep van der Zanden

Tom O'Donoghue

David Hurther

Iván Cáceres

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Dr Stuart McLelland S.J.McLelland@hull.ac.uk
Deputy Director of the Energy and Environment Institute

Jan S. Ribberink



Abstract

© 2017. The Authors. A large-scale wave flume experiment has been carried out involving a T = 4 s regular wave with H = 0.85 m wave height plunging over a fixed barred beach profile. Velocity profiles were measured at 12 locations along the breaker bar using LDA and ADV. A strong undertow is generated reaching magnitudes of 0.8 m/s on the shoreward side of the breaker bar. A circulation pattern occurs between the breaking area and the inner surf zone. Time-averaged turbulent kinetic energy (TKE) is largest in the breaking area on the shoreward side of the bar where the plunging jet penetrates the water column. At this location, and on the bar crest, TKE generated at the water surface in the breaking process reaches the bottom boundary layer. In the breaking area, TKE does not reduce to zero within a wave cycle which leads to a high level of “residual” turbulence and therefore lower temporal variation in TKE compared to previous studies of breaking waves on plane beach slopes. It is argued that this residual turbulence results from the breaker bar-trough geometry, which enables larger length scales and time scales of breaking-generated vortices and which enhances turbulence production within the water column compared to plane beaches. Transport of TKE is dominated by the undertow-related flux, whereas the wave-related and turbulent fluxes are approximately an order of magnitude smaller. Turbulence production and dissipation are largest in the breaker zone and of similar magnitude, but in the shoaling zone and inner surf zone production is negligible and dissipation dominates.

Citation

Caceres, I., van der A, D. A., van der Zanden, J., O'Donoghue, T., Hurther, D., Cáceres, I., …Ribberink, J. S. (2017). Large-scale laboratory study of breaking wave hydrodynamics over a fixed bar. Journal of Geophysical Research: Oceans, 122(4), 3287-3310. https://doi.org/10.1002/2016JC012072

Journal Article Type Article
Acceptance Date Mar 16, 2017
Online Publication Date Apr 24, 2017
Publication Date 2017-04
Deposit Date Feb 26, 2018
Publicly Available Date Oct 27, 2022
Journal Journal of Geophysical Research: Oceans
Print ISSN 2169-9291
Electronic ISSN 2169-9291
Publisher American Geophysical Union
Peer Reviewed Peer Reviewed
Volume 122
Issue 4
Pages 3287-3310
DOI https://doi.org/10.1002/2016JC012072
Keywords Breaking wave; Plunging wave; Wave flume experiment; Turbulence; Fixed breaker bar
Public URL https://hull-repository.worktribe.com/output/596543