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    Explicit Expression for Beach Response to Non-Stationary Forcing near a Groyne

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author:
    D. E. Reeve
    DOI: 10.1061/(ASCE)0733-950X(2006)132:2(125)
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to a beach evolution equation are obtained for the case where the initial beach shape may be an arbitrary function of position and where the forcing conditions may be a (known) function of time. The focus of this paper is the derivation of a generalized solution to the one-line equation describing the impact that time varying forcing can have on beach development close to a groyne. Explicit solutions are obtained using an integral transform technique. The solutions are found in terms of closed-form integrals which, for all but the simplest cases, require numerical evaluation. Example applications of the new solutions are described.
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      Explicit Expression for Beach Response to Non-Stationary Forcing near a Groyne

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41602
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorD. E. Reeve
    date accessioned2017-05-08T21:10:39Z
    date available2017-05-08T21:10:39Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%290733-950x%282006%29132%3A2%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41602
    description abstractAnalytical solutions to a beach evolution equation are obtained for the case where the initial beach shape may be an arbitrary function of position and where the forcing conditions may be a (known) function of time. The focus of this paper is the derivation of a generalized solution to the one-line equation describing the impact that time varying forcing can have on beach development close to a groyne. Explicit solutions are obtained using an integral transform technique. The solutions are found in terms of closed-form integrals which, for all but the simplest cases, require numerical evaluation. Example applications of the new solutions are described.
    publisherAmerican Society of Civil Engineers
    titleExplicit Expression for Beach Response to Non-Stationary Forcing near a Groyne
    typeJournal Paper
    journal volume132
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2006)132:2(125)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
    contenttypeFulltext
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