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    Prediction of Sand Ripple Geometry under Waves and Currents

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Ali Khelifa
    ,
    Yvon Ouellet
    DOI: 10.1061/(ASCE)0733-950X(2000)126:1(14)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of bedforms generated by the combined action of waves and currents is carried out in a wave basin. Tests with different wave conditions are performed on two types of sand beds with 0.15 and 0.5 mm median diameter, respectively. The angles between wave and current directions are 60° and 90°. Data obtained in the present study and by various researchers are analyzed. New empirical formulas are derived for the prediction of ripple length and height under a given combination of waves and currents. Pure wave motion is considered as a particular case where current intensity is zero. The proposed formulas are compared with those of Miller and Komar, Nielsen, Mogridge et al., and Tanaka and Shuto for waves alone and those of Tanaka and Shuto and Tanaka and Dang for waves and currents. Improvement of the new predictors is shown for both pure waves and wave-current conditions.
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      Prediction of Sand Ripple Geometry under Waves and Currents

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41322
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAli Khelifa
    contributor authorYvon Ouellet
    date accessioned2017-05-08T21:10:14Z
    date available2017-05-08T21:10:14Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-950x%282000%29126%3A1%2814%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41322
    description abstractAn experimental investigation of bedforms generated by the combined action of waves and currents is carried out in a wave basin. Tests with different wave conditions are performed on two types of sand beds with 0.15 and 0.5 mm median diameter, respectively. The angles between wave and current directions are 60° and 90°. Data obtained in the present study and by various researchers are analyzed. New empirical formulas are derived for the prediction of ripple length and height under a given combination of waves and currents. Pure wave motion is considered as a particular case where current intensity is zero. The proposed formulas are compared with those of Miller and Komar, Nielsen, Mogridge et al., and Tanaka and Shuto for waves alone and those of Tanaka and Shuto and Tanaka and Dang for waves and currents. Improvement of the new predictors is shown for both pure waves and wave-current conditions.
    publisherAmerican Society of Civil Engineers
    titlePrediction of Sand Ripple Geometry under Waves and Currents
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2000)126:1(14)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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