Publication:
Breaking for 2D and 3D gravity wave groups in deep and transitional water

dc.contributor.advisor Peirson, William en_US
dc.contributor.advisor Banner, Michael en_US
dc.contributor.author Saket, Arvin en_US
dc.date.accessioned 2022-03-22T15:08:06Z
dc.date.available 2022-03-22T15:08:06Z
dc.date.issued 2017 en_US
dc.description.abstract Water wave breaking is a dominant dynamical process of the upper ocean, inducing strong flow-turbulence-wave interactions and air-sea exchanges. A fundamental and long-standing gap in the understanding of wave breaking is how to characterise and predict the onset of breaking. The threshold for the onset of breaking proposed by Barthelemy et al. (arXiv:1508.06002v1, 2015) has been investigated intensively in the laboratory for different classes of two- and three-dimensional wave groups in deep and transitional water in the absence and presence of wind. Thermal Image Velocimetry was used to compare measurements of the wave crest surface water particle velocity with the wave crest speed determined by an array of closely-spaced wave gauges. For the first time, a threshold crest point surface energy flux ratio (Bx) that distinguishes maximum group recurrence from marginal group breaking has been established for gravity waves. The critical value of Bx was found to be 0.835 ± 0.005 with an experimental uncertainty of each data point of ±0.020. The breaking threshold is robust for different types of unidirectional and directional wave groups. Very weak dependence on wind forcing and group bandwidth is demonstrated. No dependence on relative water depth was observed. If there is a dependence on peak spectral wavenumber, it is weak and negligible for the scales achievable in a large-scale laboratory. This study provides more robust and universal characterisation of breaking in transitional water than the empirical non-dimensionalisation of Nelson (1994). The effect of wave grouping can generate marginally breaking waves in shallower water that are at least 30 % greater than the limit proposed by Nelson. The study supports use of a limit at least that recommended by McCowan (1894)/Miche (1944) for coastal engineering design in transitional and shallow water until it is demonstrated that there is negligible risk of strongly breaking group waves achieving higher breaker indices. en_US
dc.identifier.uri http://hdl.handle.net/1959.4/58026
dc.language English
dc.language.iso EN en_US
dc.publisher UNSW, Sydney en_US
dc.rights CC BY-NC-ND 3.0 en_US
dc.rights.uri https://creativecommons.org/licenses/by-nc-nd/3.0/au/ en_US
dc.subject.other Waves/free-surface flows en_US
dc.subject.other Surface gravity waves en_US
dc.subject.other Wave breaking en_US
dc.title Breaking for 2D and 3D gravity wave groups in deep and transitional water en_US
dc.type Thesis en_US
dcterms.accessRights open access
dcterms.rightsHolder Saket, Arvin
dspace.entity.type Publication en_US
unsw.accessRights.uri https://purl.org/coar/access_right/c_abf2
unsw.identifier.doi https://doi.org/10.26190/unsworks/19728
unsw.relation.faculty Engineering
unsw.relation.originalPublicationAffiliation Saket, Arvin, Civil & Environmental Engineering, Faculty of Engineering, UNSW en_US
unsw.relation.originalPublicationAffiliation Peirson, William, Civil & Environmental Engineering, Faculty of Engineering, UNSW en_US
unsw.relation.originalPublicationAffiliation Banner, Michael, Mathematics & Statistics, Faculty of Science, UNSW en_US
unsw.relation.school School of Civil and Environmental Engineering *
unsw.thesis.degreetype PhD Doctorate en_US
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