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    Estimating Wave Heights from Pressure Measured in Sand Bed

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author:
    B. Raubenheimer
    ,
    Steve Elgar
    ,
    R. T. Guza
    DOI: 10.1061/(ASCE)0733-950X(1998)124:3(151)
    Publisher: American Society of Civil Engineers
    Abstract: Comparison of predicted with observed attenuation of pressure fluctuations shows that wave heights can be estimated with observations from a pressure sensor that is buried a known depth in fine sand. The attenuation of pressure fluctuations within the sand bed under unbroken shoaling waves, bores in the surf zone, and swash near the shoreline was measured with vertical stacks of buried pressure sensors. The attenuation increased with increasing frequency and depth below the bed surface, consistent with previous observations under nonbreaking waves in deeper water and with model predictions based on poro-elastic theory. In the limit of an infinitely deep soil skeleton that is much more compressible than the pore fluid, the predicted pressure fluctuations decrease exponentially with increasing burial depth, and the attenuation is independent of the sediment properties. For the fine-grained sand beds considered here, this exponential limit accurately predicts the observed attenuation.
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      Estimating Wave Heights from Pressure Measured in Sand Bed

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41244
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorB. Raubenheimer
    contributor authorSteve Elgar
    contributor authorR. T. Guza
    date accessioned2017-05-08T21:10:06Z
    date available2017-05-08T21:10:06Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-950x%281998%29124%3A3%28151%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41244
    description abstractComparison of predicted with observed attenuation of pressure fluctuations shows that wave heights can be estimated with observations from a pressure sensor that is buried a known depth in fine sand. The attenuation of pressure fluctuations within the sand bed under unbroken shoaling waves, bores in the surf zone, and swash near the shoreline was measured with vertical stacks of buried pressure sensors. The attenuation increased with increasing frequency and depth below the bed surface, consistent with previous observations under nonbreaking waves in deeper water and with model predictions based on poro-elastic theory. In the limit of an infinitely deep soil skeleton that is much more compressible than the pore fluid, the predicted pressure fluctuations decrease exponentially with increasing burial depth, and the attenuation is independent of the sediment properties. For the fine-grained sand beds considered here, this exponential limit accurately predicts the observed attenuation.
    publisherAmerican Society of Civil Engineers
    titleEstimating Wave Heights from Pressure Measured in Sand Bed
    typeJournal Paper
    journal volume124
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1998)124:3(151)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 003
    contenttypeFulltext
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