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    Kinematics of 2‐D Transient Water Waves Using Laser Doppler Anemometry

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author:
    Cheung H. Kim
    ,
    Robert E. Randall
    ,
    Sung Y. Boo
    ,
    Martin J. Krafft
    DOI: 10.1061/(ASCE)0733-950X(1992)118:2(147)
    Publisher: American Society of Civil Engineers
    Abstract: Results of recent research on experimental investigation of wave‐fluid particle kinematics just prior to breaking using laser Doppler anemometry are presented. Extreme transient waves, similar to those found in hurricane Camille, and an “equivalent” regular wave, often used for design purposes, are generated and their kinematics measured. The kinematics of transient waves of smaller height are also measured to evaluate the effect of wave height, and these data are compared to Stokes third‐order theory. Due to particular asymmetries not present in the large regular symmetric wave, the transient wave kinematics under the crest are shown to be much more severe above the still water level and somewhat less severe below. The stretching method used for the simulated transient wave underestimates the horizontal velocities in the crest and overestimates them below the still water level. These comparisons suggest that it would be worthwhile to further investigate the use of extreme waves as more realistic design waves and to develop a wave theory that accounts for the effect of the asymmetries.
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      Kinematics of 2‐D Transient Water Waves Using Laser Doppler Anemometry

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40929
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorCheung H. Kim
    contributor authorRobert E. Randall
    contributor authorSung Y. Boo
    contributor authorMartin J. Krafft
    date accessioned2017-05-08T21:09:34Z
    date available2017-05-08T21:09:34Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-950x%281992%29118%3A2%28147%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40929
    description abstractResults of recent research on experimental investigation of wave‐fluid particle kinematics just prior to breaking using laser Doppler anemometry are presented. Extreme transient waves, similar to those found in hurricane Camille, and an “equivalent” regular wave, often used for design purposes, are generated and their kinematics measured. The kinematics of transient waves of smaller height are also measured to evaluate the effect of wave height, and these data are compared to Stokes third‐order theory. Due to particular asymmetries not present in the large regular symmetric wave, the transient wave kinematics under the crest are shown to be much more severe above the still water level and somewhat less severe below. The stretching method used for the simulated transient wave underestimates the horizontal velocities in the crest and overestimates them below the still water level. These comparisons suggest that it would be worthwhile to further investigate the use of extreme waves as more realistic design waves and to develop a wave theory that accounts for the effect of the asymmetries.
    publisherAmerican Society of Civil Engineers
    titleKinematics of 2‐D Transient Water Waves Using Laser Doppler Anemometry
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1992)118:2(147)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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