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    PIV Techniques for Velocity Fields of Internal Waves over a Slowly Varying Bottom Topography

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    Motohiko Umeyama
    DOI: 10.1061/(ASCE)0733-950X(2008)134:5(286)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews transformation processes and nonlinear properties of internal waves over a uniform slope in a two-fluid system, attempting to reveal water particle kinematics by using particle image velocimetry (PIV). Attenuation and setup induced by wave breaking are predicted using an energy-dissipation model including the radiation stress. In the present paper, the radiation stress is associated with the time-averaged momentum flux owing to the interaction between incident and reflected internal waves. These predictions agree with experimental data obtained by an image processing technique with which the boundary plane between the upper and lower layers could be detected as a density interface. A set of halogen lamps and three high-definition digital video cameras are used to illustrate velocity vector fields during one wave period. Instantaneous velocity fields measured by the PIV system are compared with the calculated velocity distribution by the method of characteristics in combination with the first-order Stokes theory. The rundown behavior is then investigated, and its influence upon the undertow in the lower layer is explained with a simple turbulent-jet model. Furthermore, the theoretical approach for examining mass transport and undertow is discussed in relation to the measured mean velocity.
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      PIV Techniques for Velocity Fields of Internal Waves over a Slowly Varying Bottom Topography

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    https://yetl.yabesh.ir/yetl1/handle/yetl/41747
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMotohiko Umeyama
    date accessioned2017-05-08T21:10:51Z
    date available2017-05-08T21:10:51Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-950x%282008%29134%3A5%28286%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41747
    description abstractThis paper reviews transformation processes and nonlinear properties of internal waves over a uniform slope in a two-fluid system, attempting to reveal water particle kinematics by using particle image velocimetry (PIV). Attenuation and setup induced by wave breaking are predicted using an energy-dissipation model including the radiation stress. In the present paper, the radiation stress is associated with the time-averaged momentum flux owing to the interaction between incident and reflected internal waves. These predictions agree with experimental data obtained by an image processing technique with which the boundary plane between the upper and lower layers could be detected as a density interface. A set of halogen lamps and three high-definition digital video cameras are used to illustrate velocity vector fields during one wave period. Instantaneous velocity fields measured by the PIV system are compared with the calculated velocity distribution by the method of characteristics in combination with the first-order Stokes theory. The rundown behavior is then investigated, and its influence upon the undertow in the lower layer is explained with a simple turbulent-jet model. Furthermore, the theoretical approach for examining mass transport and undertow is discussed in relation to the measured mean velocity.
    publisherAmerican Society of Civil Engineers
    titlePIV Techniques for Velocity Fields of Internal Waves over a Slowly Varying Bottom Topography
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2008)134:5(286)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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