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contributor authorNels J. Sultan
contributor authorSteven A. Hughes
date accessioned2017-05-08T21:09:43Z
date available2017-05-08T21:09:43Z
date copyrightJuly 1993
date issued1993
identifier other%28asce%290733-950x%281993%29119%3A4%28429%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41006
description abstractIrregular water waves were generated in a flat‐bottomed, two‐dimensional wave tank with a partially reflecting spending beach. The horizontal and vertical velocity of the fluid particles was measured with a laser Doppler velocimeter at middepth and near bottom in the water column. The results show that a linear theory equation predicts the root‐mean‐square (rms) water particle velocity to within 10% given the measured incident wave height spectrum, reflection coefficients, and water depth. An extension of the Gaussian probability distribution based on the Gram‐Charlier series was applied to the velocity time series. This extended distribution did not fit the measured data better than the ordinary Gaussian distribution. The Beta‐Rayleigh probability distribution function was applied to peak velocities. A slight improvement is observed over the ordinary Rayleigh distribution. The parameters of the Beta‐Rayleigh distribution are empirically correlated with parameters of the incident wave spectrum.
publisherAmerican Society of Civil Engineers
titleIrregular Wave‐Induced Velocities in Shallow Water
typeJournal Paper
journal volume119
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1993)119:4(429)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
contenttypeFulltext


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