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    Comparison of Wave Reflection Equations with Wave‐Tank Data

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author:
    Dennis C. Cotter
    ,
    Subrata K. Chakrabarti
    DOI: 10.1061/(ASCE)0733-950X(1994)120:2(226)
    Publisher: American Society of Civil Engineers
    Abstract: Three analytical procedures for the calculation of wave reflection from beaches are presented. The accuracy and stability of each procedure is determined with respect to tests results obtained in a laboratory environment. Tests were performed in a wave basin and a comparison of the three procedures is presented based on wave probe spacing, wave period, and wave length. It was determined that the wave probe spacing is the dominant influence on the accuracy of the results from the three procedures. However, the wave length was also determined to be an important parameter. All three procedures were quite sensitive to the value of the wave length and values determined from linear theory did not provide sufficient accuracy for these calculations.
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      Comparison of Wave Reflection Equations with Wave‐Tank Data

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41044
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorDennis C. Cotter
    contributor authorSubrata K. Chakrabarti
    date accessioned2017-05-08T21:09:47Z
    date available2017-05-08T21:09:47Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A2%28226%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41044
    description abstractThree analytical procedures for the calculation of wave reflection from beaches are presented. The accuracy and stability of each procedure is determined with respect to tests results obtained in a laboratory environment. Tests were performed in a wave basin and a comparison of the three procedures is presented based on wave probe spacing, wave period, and wave length. It was determined that the wave probe spacing is the dominant influence on the accuracy of the results from the three procedures. However, the wave length was also determined to be an important parameter. All three procedures were quite sensitive to the value of the wave length and values determined from linear theory did not provide sufficient accuracy for these calculations.
    publisherAmerican Society of Civil Engineers
    titleComparison of Wave Reflection Equations with Wave‐Tank Data
    typeJournal Paper
    journal volume120
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:2(226)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    contenttypeFulltext
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