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    Directional Infragravity Waves Induced by Bichromatic and Bidirectional Waves: Theoretical Approach and Experimental Affirmation

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 005::page 04022012
    Author:
    Mario Grüne de Souza e Silva
    ,
    Nils B. Kerpen
    ,
    Paulo Cesar C. Rosman
    ,
    Claudio F. Neves
    ,
    Torsten Schlurmann
    DOI: 10.1061/(ASCE)WW.1943-5460.0000711
    Publisher: ASCE
    Abstract: This work presents a theoretical discussion and experimental results about the directional bound waves generated by second-order nonlinear interaction between two noncollinear wave trains. Research focus is set on presence, characteristics, and effects of the angle difference between the primary wave trains on the generation of super- and subharmonic bound wave components as well as propagation direction, orbital velocity, and the resulting radiation stress field. An analytical model is derived, and computations thereof conducted for different conditions of wave height, period, and depth. Laboratory tests, systematically conducted in a wave basin, confirm computational results from analytical formulation and indicate that (i) the magnitude of all second-order properties (setup and setdown of the mean water level, orbital velocities) are strongly dependent on the individual combination of periods and directions of the primary wave trains, (ii) the direction of the bound wave differs from those of the primary waves, and (iii) the radiation stress components show a spatial and temporal oscillatory pattern outside the surf zone.
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      Directional Infragravity Waves Induced by Bichromatic and Bidirectional Waves: Theoretical Approach and Experimental Affirmation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4286796
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMario Grüne de Souza e Silva
    contributor authorNils B. Kerpen
    contributor authorPaulo Cesar C. Rosman
    contributor authorClaudio F. Neves
    contributor authorTorsten Schlurmann
    date accessioned2022-08-18T12:33:03Z
    date available2022-08-18T12:33:03Z
    date issued2022/05/19
    identifier other%28ASCE%29WW.1943-5460.0000711.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286796
    description abstractThis work presents a theoretical discussion and experimental results about the directional bound waves generated by second-order nonlinear interaction between two noncollinear wave trains. Research focus is set on presence, characteristics, and effects of the angle difference between the primary wave trains on the generation of super- and subharmonic bound wave components as well as propagation direction, orbital velocity, and the resulting radiation stress field. An analytical model is derived, and computations thereof conducted for different conditions of wave height, period, and depth. Laboratory tests, systematically conducted in a wave basin, confirm computational results from analytical formulation and indicate that (i) the magnitude of all second-order properties (setup and setdown of the mean water level, orbital velocities) are strongly dependent on the individual combination of periods and directions of the primary wave trains, (ii) the direction of the bound wave differs from those of the primary waves, and (iii) the radiation stress components show a spatial and temporal oscillatory pattern outside the surf zone.
    publisherASCE
    titleDirectional Infragravity Waves Induced by Bichromatic and Bidirectional Waves: Theoretical Approach and Experimental Affirmation
    typeJournal Article
    journal volume148
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000711
    journal fristpage04022012
    journal lastpage04022012-24
    page24
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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