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dc.date.accessioned2017-09-26T12:02:48Z
dc.date.available2018-11-29T23:30:58Z
dc.date.created2017-01-03T12:52:06Z
dc.date.issued2016
dc.identifier.citationSmith, Lisa Jensen, Atle Pedersen, Geir Kleivstul . Investigation of breaking and non-breaking solitary waves and measurements of swash zone dynamics on a 5° beach. Coastal Engineering. 2017, 120, 38-46
dc.identifier.urihttp://hdl.handle.net/10852/58547
dc.description.abstractThis study presents an experimental investigation of plunging breakers on a sloping beach with an inclination of 5.1°. The incident waves are solitary waves with various amplitudes from non-breaking waves to plunging breakers, and the area investigated is the swash zone. PIV (Particle Image Velocimetry) is performed on images captured at four different field of views (FOV). Shoreline position and maximum runup are measured, and are repeatable in both time and height, although cross-sectional variations of the shoreline shape are observed at maximum runup. For non-breaking waves the runup and fluid flow is computed by a boundary integral technique combined with a boundary layer model. Then, there is excellent agreement between the experimental and the computed velocity profiles at the lower region of the beach, while the boundary integral technique overpredicts the maximum runup height severely. For breaking waves the experiments indicate that the motion becomes more irregular as we move further up the beach. In addition, there are more irregularities present for waves with larger amplitude. Length and velocity of air bubbles entrapped by the plunging breakers are extracted from an image series captured with a large FOV. The images showed that a large air bubble remains intact for a time period during runup for the breaking waves.en_US
dc.languageEN
dc.publisherElsevier
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Unported
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/3.0/
dc.titleInvestigation of breaking and non-breaking solitary waves and measurements of swash zone dynamics on a 5° beachen_US
dc.typeJournal articleen_US
dc.creator.authorSmith, Lisa
dc.creator.authorJensen, Atle
dc.creator.authorPedersen, Geir Kleivstul
cristin.unitcode185,15,0,0
cristin.unitnameDet matematisk-naturvitenskapelige fakultet
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2
dc.identifier.cristin1419882
dc.identifier.bibliographiccitationinfo:ofi/fmt:kev:mtx:ctx&ctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Coastal Engineering&rft.volume=120&rft.spage=38&rft.date=2017
dc.identifier.jtitleCoastal Engineering
dc.identifier.volume120
dc.identifier.startpage38
dc.identifier.endpage46
dc.identifier.doihttp://dx.doi.org/10.1016/j.coastaleng.2016.11.004
dc.identifier.urnURN:NBN:no-61267
dc.type.documentTidsskriftartikkelen_US
dc.type.peerreviewedPeer reviewed
dc.source.issn0378-3839
dc.identifier.fulltextFulltext https://www.duo.uio.no/bitstream/handle/10852/58547/2/plunging_breakers.pdf
dc.type.versionAcceptedVersion


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