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    Experimental Investigation on Solitary Wave Interaction With Vertical Porous Barriers

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2020:;volume( 142 ):;issue: 004
    Author:
    Francis, Vivek
    ,
    Ramakrishnan, Balaji
    ,
    Rudman, Murray
    DOI: 10.1115/1.4046194
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Tsunami 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.
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      Experimental Investigation on Solitary Wave Interaction With Vertical Porous Barriers

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4274209
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorFrancis, Vivek
    contributor authorRamakrishnan, Balaji
    contributor authorRudman, Murray
    date accessioned2022-02-04T14:42:33Z
    date available2022-02-04T14:42:33Z
    date copyright2020/02/25/
    date issued2020
    identifier issn0892-7219
    identifier otheromae_142_4_041205.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4274209
    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.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental Investigation on Solitary Wave Interaction With Vertical Porous Barriers
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4046194
    page41205
    treeJournal of Offshore Mechanics and Arctic Engineering:;2020:;volume( 142 ):;issue: 004
    contenttypeFulltext
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