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contributor authorM. W. Griffiths
contributor authorW. J. Easson
contributor authorC. A. Greated
date accessioned2017-05-08T21:09:35Z
date available2017-05-08T21:09:35Z
date copyrightMay 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A3%28280%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40942
description abstractMeasurements of both the velocities and Eulerian accelerations have been made in the crests of waves at their breaking point. Measurement close to the wave surface (5 mm) has been made possible by the use of a very rapid response laser Doppler anemometer. The results have enabled critical comparisons to be made with mathematical wave models used in offshore design. At low levels within the waves, there is agreement between the theories, and the predictions are conservative. However, in the high crest most models seriously underpredict the kinematics. Validation of the models based on previously available results is shown to be limited in scope. This experiment was conducted in a wave flume using monochromatic waves shoaling on a flat bed and on slopes of 1:50, 1:30, and 1:15. Breaking wave heights were about 0.1 m, surface tension effects were negligible, and breaking occurred over a range of nondimensional depth
publisherAmerican Society of Civil Engineers
titleMeasured Internal Kinematics for Shoaling Waves with Theoretical Comparisons
typeJournal Paper
journal volume118
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:3(280)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 003
contenttypeFulltext


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