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    Incipient Motion of Coarse Particles on a Slope by Regular or Irregular Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    N. Erdem Ünal
    ,
    M. Bayazit
    DOI: 10.1061/(ASCE)0733-950X(1998)124:1(32)
    Publisher: American Society of Civil Engineers
    Abstract: The initiation of motion of coarse particles in the region of wave breaking is studied. The nondimensional sediment and wave characteristics that are significant in this phenomenon are determined. Experiments are performed with regular and irregular waves to investigate the initiation of motion of gravel on a straight slope. Effects of variables such as wave height and period, water depth, particle size, and beach slope on the incipient depth of motion are clarified. The experimental results are used to obtain regression equations to predict the incipient depth of motion for the cases of regular and irregular waves. These equations relate the nondimensional threshold motion depth to the stability number, surf similarity parameter, and beach slope. The formulas are compared with the results of an earlier study. The discrepancies are explained as being caused by the longer duration of the earlier experiments where the purpose was to determine the equilibrium depth of the coastal slope.
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      Incipient Motion of Coarse Particles on a Slope by Regular or Irregular Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41226
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorN. Erdem Ünal
    contributor authorM. Bayazit
    date accessioned2017-05-08T21:10:04Z
    date available2017-05-08T21:10:04Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-950x%281998%29124%3A1%2832%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41226
    description abstractThe initiation of motion of coarse particles in the region of wave breaking is studied. The nondimensional sediment and wave characteristics that are significant in this phenomenon are determined. Experiments are performed with regular and irregular waves to investigate the initiation of motion of gravel on a straight slope. Effects of variables such as wave height and period, water depth, particle size, and beach slope on the incipient depth of motion are clarified. The experimental results are used to obtain regression equations to predict the incipient depth of motion for the cases of regular and irregular waves. These equations relate the nondimensional threshold motion depth to the stability number, surf similarity parameter, and beach slope. The formulas are compared with the results of an earlier study. The discrepancies are explained as being caused by the longer duration of the earlier experiments where the purpose was to determine the equilibrium depth of the coastal slope.
    publisherAmerican Society of Civil Engineers
    titleIncipient Motion of Coarse Particles on a Slope by Regular or Irregular Waves
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1998)124:1(32)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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