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    Surf‐Similarity Parameter for Breaking Solitary‐Wave Runup

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Nobuhisa Kobayashi
    ,
    Entin A. Karjadi
    DOI: 10.1061/(ASCE)0733-950X(1994)120:6(645)
    Publisher: American Society of Civil Engineers
    Abstract: The existing one‐dimensional time‐dependent numerical model developed for predicting regular‐ and irregular‐wave dynamics on slopes is expanded to predict breaking solitary‐wave runup on smooth uniform slopes. For an efficient comparison of the expanded numerical model, with a large number of available laboratory tests, the dimensionless parameters involved in the problem are identified using the normalized governing equations and incident solitary‐wave profile. The representative solitary‐wave period and associated surf‐similarity parameter are introduced to examine the similarity and difference between solitary and regular waves. The breaking, runup, and reflection of solitary and regular waves are qualitatively similar in terms of the surf‐similarity parameter. For given surf‐similarity parameter, breaking solitary‐wave runup is definitely larger than breaking regular‐wave runup affected by the interaction between wave uprush and downrush. The numerical model is shown to be capable of predicting the measured variation of the runup normalized by the incident solitary wave height as a function of the surf‐similarity parameter.
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      Surf‐Similarity Parameter for Breaking Solitary‐Wave Runup

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41074
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhisa Kobayashi
    contributor authorEntin A. Karjadi
    date accessioned2017-05-08T21:09:50Z
    date available2017-05-08T21:09:50Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A6%28645%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41074
    description abstractThe existing one‐dimensional time‐dependent numerical model developed for predicting regular‐ and irregular‐wave dynamics on slopes is expanded to predict breaking solitary‐wave runup on smooth uniform slopes. For an efficient comparison of the expanded numerical model, with a large number of available laboratory tests, the dimensionless parameters involved in the problem are identified using the normalized governing equations and incident solitary‐wave profile. The representative solitary‐wave period and associated surf‐similarity parameter are introduced to examine the similarity and difference between solitary and regular waves. The breaking, runup, and reflection of solitary and regular waves are qualitatively similar in terms of the surf‐similarity parameter. For given surf‐similarity parameter, breaking solitary‐wave runup is definitely larger than breaking regular‐wave runup affected by the interaction between wave uprush and downrush. The numerical model is shown to be capable of predicting the measured variation of the runup normalized by the incident solitary wave height as a function of the surf‐similarity parameter.
    publisherAmerican Society of Civil Engineers
    titleSurf‐Similarity Parameter for Breaking Solitary‐Wave Runup
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:6(645)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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