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contributor authorSteve Elgar
contributor authorR. T. Guza
contributor authorM. H. Freilich
contributor authorM. J. Briggs
date accessioned2017-05-08T21:09:34Z
date available2017-05-08T21:09:34Z
date copyrightJanuary 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A1%2887%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40927
description abstractField observations of a shoaling, nonbreaking, directionally spread wave field are simulated in a laboratory basin to determine whether laboratory artifacts cause significant distortions of the shoaling process. The laboratory wave field is measured with scaled arrays of surface‐elevation sensors similar to the arrays used for the field observations. However, differences in the laboratory and field beach slopes (0.033 and 0.025, respectively) do not allow precise replication of the field conditions in the laboratory. Therefore, a nonlinear wave propagation model with no adjustable parameters (previously successfully compared to a wide range of field data) is used to show that differences between the laboratory and field data sets are caused primarily by the different beach slopes. The observations demonstrate, in agreement with the model, that it is possible to compensate partially for differences in beach slope by altering the initial conditions. With such compensation, the evolution of surface‐elevation power spectra, bispectra, and skewness and asymmetry are remarkably similar in the laboratory and field. Frequency‐directional spectra measured just outside the surf zone also show similar nonlinear effects in both field and laboratory data. Based on this case study, the laboratory directional wave basin appears to be useful for investigating the linear and nonlinear evolution of random, two‐dimensional waves on beaches.
publisherAmerican Society of Civil Engineers
titleLaboratory Simulations of Directionally Spread Shoaling Waves
typeJournal Paper
journal volume118
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:1(87)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 001
contenttypeFulltext


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