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    Semianalytical Solutions of Shoreline Response to Time-Varying Wave Conditions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    A. Zacharioudaki
    ,
    D. E. Reeve
    DOI: 10.1061/(ASCE)0733-950X(2008)134:5(265)
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to an extended version of the one-line model for shoreline change are derived in this paper for two cases: (1) shoreline change when the evolution of an alongshore position is a known function of time; and (2) shoreline change within a groyne compartment. The solutions extend existing analytic approaches by accounting for arbitrarily time-varying wave conditions. Explicit solutions are obtained by means of integral transform techniques. The generalized expressions can account for time-varying wave conditions, for an initial beach shape which is an arbitrary function of position, and for sources/sinks of sediment that are a known function of time and space. Example applications are described and the impact that a time-varying wave forcing can have on beach development is investigated. In contrast to previous analytic work, changes in shoreline evolution rate in response to the continuously changing wave conditions in a time series are revealed. Apart from being a more realistic tool for a fast preliminary estimation of long-term shoreline change, the new solutions are also a valuable independent means for validating numerical one-line models.
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      Semianalytical Solutions of Shoreline Response to Time-Varying Wave Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41745
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorA. Zacharioudaki
    contributor authorD. E. Reeve
    date accessioned2017-05-08T21:10:51Z
    date available2017-05-08T21:10:51Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-950x%282008%29134%3A5%28265%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41745
    description abstractAnalytical solutions to an extended version of the one-line model for shoreline change are derived in this paper for two cases: (1) shoreline change when the evolution of an alongshore position is a known function of time; and (2) shoreline change within a groyne compartment. The solutions extend existing analytic approaches by accounting for arbitrarily time-varying wave conditions. Explicit solutions are obtained by means of integral transform techniques. The generalized expressions can account for time-varying wave conditions, for an initial beach shape which is an arbitrary function of position, and for sources/sinks of sediment that are a known function of time and space. Example applications are described and the impact that a time-varying wave forcing can have on beach development is investigated. In contrast to previous analytic work, changes in shoreline evolution rate in response to the continuously changing wave conditions in a time series are revealed. Apart from being a more realistic tool for a fast preliminary estimation of long-term shoreline change, the new solutions are also a valuable independent means for validating numerical one-line models.
    publisherAmerican Society of Civil Engineers
    titleSemianalytical Solutions of Shoreline Response to Time-Varying Wave Conditions
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2008)134:5(265)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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