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    Shoaling and Decay of Two Wave Trains on Beach

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author:
    Jane McKee Smith
    ,
    Charles L. Vincent
    DOI: 10.1061/(ASCE)0733-950X(1992)118:5(517)
    Publisher: American Society of Civil Engineers
    Abstract: Shoaling and decay of irregular wave trains with two distinct frequency peaks are simulated in a wave flume. The relative energy in each wave train, the closeness of the frequency peaks, and the total wave energy were varied over 12 cases. Wave‐gauge measurements across the 1:30 plane slope in the flume show that linear superposition of single‐peaked wave trains or lumping all energy into the dominant wave train are not satisfactory representations of multiple wave trains. The measurements also show that the wave train with the low‐frequency peak dominates in the surf zone. Waves with the low‐frequency peak appear unaffected by the second wave train, but the high‐frequency wave train decays faster in the presence of the low‐frequency waves. The variation of wave height through shoaling and breaking depends on the relative amount of energy in each of the wave trains and the closeness of the peak frequencies.
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      Shoaling and Decay of Two Wave Trains on Beach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40965
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJane McKee Smith
    contributor authorCharles L. Vincent
    date accessioned2017-05-08T21:09:37Z
    date available2017-05-08T21:09:37Z
    date copyrightSeptember 1992
    date issued1992
    identifier other%28asce%290733-950x%281992%29118%3A5%28517%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40965
    description abstractShoaling and decay of irregular wave trains with two distinct frequency peaks are simulated in a wave flume. The relative energy in each wave train, the closeness of the frequency peaks, and the total wave energy were varied over 12 cases. Wave‐gauge measurements across the 1:30 plane slope in the flume show that linear superposition of single‐peaked wave trains or lumping all energy into the dominant wave train are not satisfactory representations of multiple wave trains. The measurements also show that the wave train with the low‐frequency peak dominates in the surf zone. Waves with the low‐frequency peak appear unaffected by the second wave train, but the high‐frequency wave train decays faster in the presence of the low‐frequency waves. The variation of wave height through shoaling and breaking depends on the relative amount of energy in each of the wave trains and the closeness of the peak frequencies.
    publisherAmerican Society of Civil Engineers
    titleShoaling and Decay of Two Wave Trains on Beach
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1992)118:5(517)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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