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contributor authorCostas Emmanuel Synolakis
contributor authorJames Eric Skjelbreia
date accessioned2017-05-08T21:09:42Z
date available2017-05-08T21:09:42Z
date copyrightMay 1993
date issued1993
identifier other%28asce%290733-950x%281993%29119%3A3%28323%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40999
description abstractThis paper presents a study of the transformation of solitary waves on plane beaches. A series of laboratory experiments is presented to describe the amplitude evolution of long waves; these experiments suggest that at least four different regions exist for the functional variation of the maximum amplitude, two regions before and two regions after breaking. Linear theory is used to provide an expression for the growth of solitary waves evolving first over constant depth and then over a sloping bottom, including reflection. This result is shown to be equivalent to the wave evolution expression known as Green's law, and the limitations of Green's original derivation are discussed. Other existing analytical results and certain empirical relationships are used to produce a formulation consistent with the laboratory data with the objective to model the entire process of solitary wave evolution.
publisherAmerican Society of Civil Engineers
titleEvolution of Maximum Amplitude of Solitary Waves on Plane Beaches
typeJournal Paper
journal volume119
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1993)119:3(323)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
contenttypeFulltext


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