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    Depth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    Jeseon Yoo
    ,
    Hermann M. Fritz
    ,
    Kevin A. Haas
    ,
    Paul A. Work
    ,
    Christopher F. Barnes
    DOI: 10.1061/(ASCE)WW.1943-5460.0000068
    Publisher: American Society of Civil Engineers
    Abstract: A process is described for computation of bathymetry in and near the surf zone, from spatially varying celerity and breakpoint location data. The procedure involves the use of three submodels: (1) a wave shoaling model (outside of the surf zone); (2) a wave breaking model (defining the offshore boundary of the surf zone); and (3) a wave dissipation model (inside the surf zone). Influence of wave amplitude on the wave dispersion relation and celerity is included. Output includes wave height and water depth throughout the domain. In the application described here, oblique digital video served as the initial data source, although the model could be applied to data derived from other sources. Results are compared with data recorded by in situ sensors and beach profile survey data acquired by traditional means. Results suggest that water depths can be computed within 15% normalized error (equally, less than 0.1 m in biased depth error) for in and near the surf zone characterized by high wave nonlinearity.
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      Depth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70345
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJeseon Yoo
    contributor authorHermann M. Fritz
    contributor authorKevin A. Haas
    contributor authorPaul A. Work
    contributor authorChristopher F. Barnes
    date accessioned2017-05-08T22:04:05Z
    date available2017-05-08T22:04:05Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29ww%2E1943-5460%2E0000114.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70345
    description abstractA process is described for computation of bathymetry in and near the surf zone, from spatially varying celerity and breakpoint location data. The procedure involves the use of three submodels: (1) a wave shoaling model (outside of the surf zone); (2) a wave breaking model (defining the offshore boundary of the surf zone); and (3) a wave dissipation model (inside the surf zone). Influence of wave amplitude on the wave dispersion relation and celerity is included. Output includes wave height and water depth throughout the domain. In the application described here, oblique digital video served as the initial data source, although the model could be applied to data derived from other sources. Results are compared with data recorded by in situ sensors and beach profile survey data acquired by traditional means. Results suggest that water depths can be computed within 15% normalized error (equally, less than 0.1 m in biased depth error) for in and near the surf zone characterized by high wave nonlinearity.
    publisherAmerican Society of Civil Engineers
    titleDepth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000068
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian