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contributor authorCheung H. Kim
contributor authorRobert E. Randall
contributor authorSung Y. Boo
contributor authorMartin J. Krafft
date accessioned2017-05-08T21:09:34Z
date available2017-05-08T21:09:34Z
date copyrightMarch 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A2%28147%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40929
description abstractResults of recent research on experimental investigation of wave‐fluid particle kinematics just prior to breaking using laser Doppler anemometry are presented. Extreme transient waves, similar to those found in hurricane Camille, and an “equivalent” regular wave, often used for design purposes, are generated and their kinematics measured. The kinematics of transient waves of smaller height are also measured to evaluate the effect of wave height, and these data are compared to Stokes third‐order theory. Due to particular asymmetries not present in the large regular symmetric wave, the transient wave kinematics under the crest are shown to be much more severe above the still water level and somewhat less severe below. The stretching method used for the simulated transient wave underestimates the horizontal velocities in the crest and overestimates them below the still water level. These comparisons suggest that it would be worthwhile to further investigate the use of extreme waves as more realistic design waves and to develop a wave theory that accounts for the effect of the asymmetries.
publisherAmerican Society of Civil Engineers
titleKinematics of 2‐D Transient Water Waves Using Laser Doppler Anemometry
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:2(147)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
contenttypeFulltext


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