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contributor authorSteve Elgar
contributor authorBritt Raubenheimer
contributor authorJim Thomson
contributor authorMelissa Moulton
date accessioned2017-05-08T22:04:10Z
date available2017-05-08T22:04:10Z
date copyrightJuly 2012
date issued2012
identifier other%28asce%29ww%2E1943-5460%2E0000180.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70416
description abstractWater oscillations observed in a 10-m-diameter, 2-m-deep hole excavated on the foreshore just above the low-tide line on an ocean beach were consistent with theory. When swashes first filled the initially circular hole on the rising tide, the dominant mode observed in the cross-shore velocity was consistent with a zero-order Bessel function solution (sloshing back and forth). As the tide rose and swash transported sediment, the hole’s diameter decreased, the water depth inside the hole remained approximately constant, and the frequency of the sloshing mode increased according to theory. About 1 h after the swashes first reached the hole it had evolved from a closed circle to a semicircle, open to the ocean. When the hole was nearly semicircular, the observed cross-shore velocity had two spectral peaks, one associated with the sloshing of a closed circle, the other associated with a quarter-wavelength mode in an open semicircle, both consistent with theory. As the hole evolved further toward a fully semicircular shape, the circular sloshing mode decreased, while the quarter-wavelength mode became dominant.
publisherAmerican Society of Civil Engineers
titleResonances in an Evolving Hole in the Swash Zone
typeJournal Paper
journal volume138
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000136
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
contenttypeFulltext


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