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    A Fifth‐Order Stokes Theory for Steady Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    John D. Fenton
    DOI: 10.1061/(ASCE)0733-950X(1985)111:2(216)
    Publisher: American Society of Civil Engineers
    Abstract: An alternative Stokes theory for steady waves in water of constant depth is presented where the expansion parameter is the wave steepness itself. The first step in application requires the solution of one nonlinear equation, rather than two or three simultaneously as has been previously necessary. In addition to the usually specified design parameters of wave height, period and water depth, it is also necessary to specify the current or mass flux to apply any steady wave theory. The reason being that the waves almost always travel on some finite current and the apparent wave period is actually a Dopplershifted period. Most previous theories have ignored this, and their application has been indefinite, if not wrong, at first order. A numerical method for testing theoretical results is proposed, which shows that two existing theories are wrong at fifth order, while the present theory and that of Chappelear are correct. Comparisons with experiments and accurate numerical results show that the present theory is accurate for wavelengths shorter than ten times the water depth.
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      A Fifth‐Order Stokes Theory for Steady Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40430
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJohn D. Fenton
    date accessioned2017-05-08T21:08:49Z
    date available2017-05-08T21:08:49Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A2%28216%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40430
    description abstractAn alternative Stokes theory for steady waves in water of constant depth is presented where the expansion parameter is the wave steepness itself. The first step in application requires the solution of one nonlinear equation, rather than two or three simultaneously as has been previously necessary. In addition to the usually specified design parameters of wave height, period and water depth, it is also necessary to specify the current or mass flux to apply any steady wave theory. The reason being that the waves almost always travel on some finite current and the apparent wave period is actually a Dopplershifted period. Most previous theories have ignored this, and their application has been indefinite, if not wrong, at first order. A numerical method for testing theoretical results is proposed, which shows that two existing theories are wrong at fifth order, while the present theory and that of Chappelear are correct. Comparisons with experiments and accurate numerical results show that the present theory is accurate for wavelengths shorter than ten times the water depth.
    publisherAmerican Society of Civil Engineers
    titleA Fifth‐Order Stokes Theory for Steady Waves
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:2(216)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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