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    Wave Transformation during Extratropical Storm

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Charles L. Vincent
    ,
    Robert E. Jensen
    DOI: 10.1061/(ASCE)0733-950X(1997)123:5(252)
    Publisher: American Society of Civil Engineers
    Abstract: Wave observations made during an October 1990 storm on the North Carolina coast are used to investigate the evolution of wind waves as they propagate from about 48 m to 8.5 m of water. The observations include height, period, and direction as well as frequency and directional spectra. The wave measurements are separated by 90 km with simple bathymetry. During the active wind-sea growth (winds of 25 m/s), spatial and temporal changes in the wave field indicate that a quasi-steady-state assumption is no longer valid. Later, the wave field becomes a mixture of two wave systems: swell out of the northeast and a wind-sea system from the northwest. It is concluded that even for a relatively simple storm, evaluation of the physical mechanisms and prediction require a time-dependent numerical model.
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      Wave Transformation during Extratropical Storm

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41206
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorCharles L. Vincent
    contributor authorRobert E. Jensen
    date accessioned2017-05-08T21:10:02Z
    date available2017-05-08T21:10:02Z
    date copyrightSeptember 1997
    date issued1997
    identifier other%28asce%290733-950x%281997%29123%3A5%28252%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41206
    description abstractWave observations made during an October 1990 storm on the North Carolina coast are used to investigate the evolution of wind waves as they propagate from about 48 m to 8.5 m of water. The observations include height, period, and direction as well as frequency and directional spectra. The wave measurements are separated by 90 km with simple bathymetry. During the active wind-sea growth (winds of 25 m/s), spatial and temporal changes in the wave field indicate that a quasi-steady-state assumption is no longer valid. Later, the wave field becomes a mixture of two wave systems: swell out of the northeast and a wind-sea system from the northwest. It is concluded that even for a relatively simple storm, evaluation of the physical mechanisms and prediction require a time-dependent numerical model.
    publisherAmerican Society of Civil Engineers
    titleWave Transformation during Extratropical Storm
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1997)123:5(252)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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