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    Evolution of Maximum Amplitude of Solitary Waves on Plane Beaches

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author:
    Costas Emmanuel Synolakis
    ,
    James Eric Skjelbreia
    DOI: 10.1061/(ASCE)0733-950X(1993)119:3(323)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the transformation of solitary waves on plane beaches. A series of laboratory experiments is presented to describe the amplitude evolution of long waves; these experiments suggest that at least four different regions exist for the functional variation of the maximum amplitude, two regions before and two regions after breaking. Linear theory is used to provide an expression for the growth of solitary waves evolving first over constant depth and then over a sloping bottom, including reflection. This result is shown to be equivalent to the wave evolution expression known as Green's law, and the limitations of Green's original derivation are discussed. Other existing analytical results and certain empirical relationships are used to produce a formulation consistent with the laboratory data with the objective to model the entire process of solitary wave evolution.
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      Evolution of Maximum Amplitude of Solitary Waves on Plane Beaches

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40999
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    contributor authorCostas Emmanuel Synolakis
    contributor authorJames Eric Skjelbreia
    date accessioned2017-05-08T21:09:42Z
    date available2017-05-08T21:09:42Z
    date copyrightMay 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A3%28323%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40999
    description abstractThis paper presents a study of the transformation of solitary waves on plane beaches. A series of laboratory experiments is presented to describe the amplitude evolution of long waves; these experiments suggest that at least four different regions exist for the functional variation of the maximum amplitude, two regions before and two regions after breaking. Linear theory is used to provide an expression for the growth of solitary waves evolving first over constant depth and then over a sloping bottom, including reflection. This result is shown to be equivalent to the wave evolution expression known as Green's law, and the limitations of Green's original derivation are discussed. Other existing analytical results and certain empirical relationships are used to produce a formulation consistent with the laboratory data with the objective to model the entire process of solitary wave evolution.
    publisherAmerican Society of Civil Engineers
    titleEvolution of Maximum Amplitude of Solitary Waves on Plane Beaches
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:3(323)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
    contenttypeFulltext
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