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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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