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    Modeling of the Wave Setup Inshore of an Array of Submerged Breakwaters

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author:
    Luciano Soldini
    ,
    Carlo Lorenzoni
    ,
    Maurizio Brocchini
    ,
    Alessandro Mancinelli
    ,
    Lorenzo Cappietti
    DOI: 10.1061/(ASCE)0733-950X(2009)135:2(38)
    Publisher: American Society of Civil Engineers
    Abstract: A comparative assessment of available formulae for the water setup inshore of submerged breakwaters is made on the basis of a wide and varied dataset derived from basin and flume laboratory experiments. Formulae derived from a simplified view which does not account for the horizontal flow circulation provide a large overestimate (up to one order of magnitude) of the smaller setup values. A much better overall approximation of the measured data is obtained through formulae that consider the setup as part of a complete flow description, be it partially or fully accounting for the horizontal flow motion.
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      Modeling of the Wave Setup Inshore of an Array of Submerged Breakwaters

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41758
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorLuciano Soldini
    contributor authorCarlo Lorenzoni
    contributor authorMaurizio Brocchini
    contributor authorAlessandro Mancinelli
    contributor authorLorenzo Cappietti
    date accessioned2017-05-08T21:10:52Z
    date available2017-05-08T21:10:52Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%290733-950x%282009%29135%3A2%2838%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41758
    description abstractA comparative assessment of available formulae for the water setup inshore of submerged breakwaters is made on the basis of a wide and varied dataset derived from basin and flume laboratory experiments. Formulae derived from a simplified view which does not account for the horizontal flow circulation provide a large overestimate (up to one order of magnitude) of the smaller setup values. A much better overall approximation of the measured data is obtained through formulae that consider the setup as part of a complete flow description, be it partially or fully accounting for the horizontal flow motion.
    publisherAmerican Society of Civil Engineers
    titleModeling of the Wave Setup Inshore of an Array of Submerged Breakwaters
    typeJournal Paper
    journal volume135
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2009)135:2(38)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 002
    contenttypeFulltext
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