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contributor authorYing Li
contributor authorFredric Raichlen
date accessioned2017-05-08T21:10:19Z
date available2017-05-08T21:10:19Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-950x%282001%29127%3A1%2833%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41371
description abstractThis study deals with the runup of solitary waves on a uniform plane beach connected to an open ocean of constant depth. The waves are nonbreaking during the runup process. A nonlinear solution to the classical shallow water equation, that describes the wave characteristics on the beach, is obtained analytically by using a hodograph transformation. It was found that the nonlinear theory agreed well with experimental results. The maximum runup predicted by the nonlinear theory is larger than that predicted earlier and the correction is on the order of the offshore relative wave height for a given slope. This correction for nonbreaking waves on beaches decreases as the beach slope steepens.
publisherAmerican Society of Civil Engineers
titleSolitary Wave Runup on Plane Slopes
typeJournal Paper
journal volume127
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2001)127:1(33)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
contenttypeFulltext


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