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    Velocity Fields in Near-Bottom and Boundary Layer Flows in Prebreaking Zone of a Solitary Wave Propagating over a 1:10 Slope

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author:
    Chang
    ,
    Lin
    ,
    Po-Hung
    ,
    Yeh
    ,
    Ming-Jer
    ,
    Kao
    ,
    Min-Hsuan
    ,
    Yu
    ,
    Shih-Chun
    ,
    Hsieh
    ,
    Sung-Chen
    ,
    Chang
    ,
    Tso-Ren
    ,
    Wu
    ,
    Ching-Piao
    ,
    Tsai
    DOI: 10.1061/(ASCE)WW.1943-5460.0000269
    Publisher: American Society of Civil Engineers
    Abstract: The velocity characteristics of a solitary wave shoaling in the prebreaking zone and near the breaking point are investigated experimentally. The study focuses on the near-bottom and boundary layer flows on a 1:10 slope, with the incident wave steepness varying from 0.133 to 0.384. Both a flow visualization technique (FVT) with thin-layered dye as well as particle image velocimetry (PIV) with a high-speed camera were used. Results from FVT reveal that laminar boundary layer flow occurs not only in the prebreaking zone during the shoaling phases, but also in the postbreaking zone during the run-up and run-down phases. However, the laminar boundary layer disappears soon after breaking but before the run-up motion, and immediately after the flow separation followed by hydraulic jump during the later stage of the run-down motion. Results from the PIV measurement show that the maximum horizontal velocity appears under the wave crest and increases during the shoaling process. Flow reversal is observed after the passage of the wave crest. Three unique similarity profiles are then obtained for the velocity distributions in the acceleration phases and in the layers of flow reversal with overshooting, as well as for the maximum onshore and offshore velocities in the boundary layer. In addition, the nondimensional time for the beginning of flow reversal at each measuring section is found to be exponentially proportional to the dimensionless distance to the slope origin, but nearly independent of the incident wave steepness. This study also investigates the lead-time effects of the horizontal velocity at different heights in the boundary layer and at different measuring sections along the slope. The maximum value of the nondimensional lead time, occurring very close to the sloping bottom, decreases linearly with the dimensionless distance to the toe of the slope.
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      Velocity Fields in Near-Bottom and Boundary Layer Flows in Prebreaking Zone of a Solitary Wave Propagating over a 1:10 Slope

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/78359
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorChang
    contributor authorLin
    contributor authorPo-Hung
    contributor authorYeh
    contributor authorMing-Jer
    contributor authorKao
    contributor authorMin-Hsuan
    contributor authorYu
    contributor authorShih-Chun
    contributor authorHsieh
    contributor authorSung-Chen
    contributor authorChang
    contributor authorTso-Ren
    contributor authorWu
    contributor authorChing-Piao
    contributor authorTsai
    date accessioned2017-05-08T22:20:59Z
    date available2017-05-08T22:20:59Z
    date copyrightMay 2015
    date issued2015
    identifier other42756187.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78359
    description abstractThe velocity characteristics of a solitary wave shoaling in the prebreaking zone and near the breaking point are investigated experimentally. The study focuses on the near-bottom and boundary layer flows on a 1:10 slope, with the incident wave steepness varying from 0.133 to 0.384. Both a flow visualization technique (FVT) with thin-layered dye as well as particle image velocimetry (PIV) with a high-speed camera were used. Results from FVT reveal that laminar boundary layer flow occurs not only in the prebreaking zone during the shoaling phases, but also in the postbreaking zone during the run-up and run-down phases. However, the laminar boundary layer disappears soon after breaking but before the run-up motion, and immediately after the flow separation followed by hydraulic jump during the later stage of the run-down motion. Results from the PIV measurement show that the maximum horizontal velocity appears under the wave crest and increases during the shoaling process. Flow reversal is observed after the passage of the wave crest. Three unique similarity profiles are then obtained for the velocity distributions in the acceleration phases and in the layers of flow reversal with overshooting, as well as for the maximum onshore and offshore velocities in the boundary layer. In addition, the nondimensional time for the beginning of flow reversal at each measuring section is found to be exponentially proportional to the dimensionless distance to the slope origin, but nearly independent of the incident wave steepness. This study also investigates the lead-time effects of the horizontal velocity at different heights in the boundary layer and at different measuring sections along the slope. The maximum value of the nondimensional lead time, occurring very close to the sloping bottom, decreases linearly with the dimensionless distance to the toe of the slope.
    publisherAmerican Society of Civil Engineers
    titleVelocity Fields in Near-Bottom and Boundary Layer Flows in Prebreaking Zone of a Solitary Wave Propagating over a 1:10 Slope
    typeJournal Paper
    journal volume141
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000269
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2015:;Volume ( 141 ):;issue: 003
    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