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dc.contributor.authorAggarwal, Ankit
dc.contributor.authorAlagan Chella, Mayilvahanan
dc.contributor.authorBihs, Hans
dc.contributor.authorPakozdi, Csaba
dc.contributor.authorBerthelsen, Petter Andreas
dc.contributor.authorArntsen, Øivind Asgeir
dc.date.accessioned2018-02-19T10:05:06Z
dc.date.available2018-02-19T10:05:06Z
dc.date.created2017-08-07T10:31:55Z
dc.date.issued2017
dc.identifier.isbn978-1-880653-97-5
dc.identifier.urihttp://hdl.handle.net/11250/2485606
dc.description.abstractOffshore structures are exposed to irregular sea states. It consists of breaking and non-breaking waves. They experience breaking wave loads perpetually after being installed in the open ocean. Thus, the study of wave breaking is an important factor in the design of offshore structures. In the present study, a numerical investigation is performed to study breaking irregular waves in deep water. The irregular waves are generated using the Torsethaugen spectrum which is a double-peaked spectrum defined for a locally fully developed sea. The Torsethaugen spectrum takes both the sea and swell waves into account. Thus, the generated waves can be very steep. The numerical investigation of such steep breaking waves is quite challenging due to their high wave steepness and wave-wave interaction. The present investigation is performed using the open-source computational fluid dynamics (CFD) model REEF3D. The wave generation and propagation of steep irregular waves in the numerical model is validated by comparing the numerical wave spectrum with the experimental input wave spectrum. The numerical results are in a good agreement with experimental results. The changes in the spectral wave density during the wave propagation are studied. Further, the double-hinged flap wavemaker is also tested and validated by comparing the numerical and experimental free surface elevation over time. The time and the frequency domain analysis is also performed to investigate the changes in the free surface horizontal velocity. Complex flow features during the wave propagation are well captured by the CFD model.nb_NO
dc.language.isoengnb_NO
dc.publisherInternational Society of Offshore & Polar Engineersnb_NO
dc.relation.ispartofThe Proceedings of the twenty-seventh (2017) International Ocean and Polar Engineering Conference - ISOPE 2017
dc.titleNumerical Investigation of Irregular Breaking Waves for Extreme Wave Spectra Using CFDnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber469-475nb_NO
dc.identifier.cristin1484462
dc.relation.projectNorges forskningsråd: 246810nb_NO
dc.relation.projectNotur/NorStore: NN2620knb_NO
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2017 by International Society of Offshore & Polar Engineersnb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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