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dc.contributor.authorFrancis, Vivek
dc.contributor.authorRamakrishnan, Balaji
dc.contributor.authorRudman, Murray
dc.date.accessioned2022-02-04T14:42:33Z
dc.date.available2022-02-04T14:42:33Z
dc.date.copyright2020/02/25/
dc.date.issued2020
dc.identifier.issn0892-7219
dc.identifier.otheromae_142_4_041205.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4274209
dc.description.abstractTsunami waves pose a threat to the coastal zone, and numerous studies have been carried out in the past to understand them. Solitary waves have been extensively used in research because they approximate certain important characteristics of tsunami waves. The present study focusses on the interaction and run-up of solitary waves on coastal protection structures in the form of thin, rigid vertical porous barriers with special attention given to the degree of energy dissipation. To understand the physics of energy dissipation, solitary wave interaction with a porous barrier has been studied from the viewpoint of energy balance. Based on this, a relationship for the wave energy dissipation has been developed. The experimental data show that the plate porosity that gives the optimal energy dissipation lies within the 10–20% range. From the experiments, the phase shift that the solitary wave undergoes upon interaction with the porous barrier models has also been recorded. In addition, a formula is proposed for maximum wave run-up on the porous barrier, which should be useful in the planning, design, construction, and maintenance of coastal protection structures.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleExperimental Investigation on Solitary Wave Interaction With Vertical Porous Barriers
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue4
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4046194
dc.page41205
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2020:;volume( 142 ):;issue: 004
dc.contenttypeFulltext


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