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dc.contributor.authorSteve Elgar
dc.contributor.authorBritt Raubenheimer
dc.contributor.authorJim Thomson
dc.contributor.authorMelissa Moulton
dc.date.accessioned2017-05-08T22:04:10Z
dc.date.available2017-05-08T22:04:10Z
dc.date.copyrightJuly 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000180.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70416
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleResonances in an Evolving Hole in the Swash Zone
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000136
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
dc.contenttypeFulltext


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