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contributor authorD. E. Reeve
date accessioned2017-05-08T21:10:39Z
date available2017-05-08T21:10:39Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%290733-950x%282006%29132%3A2%28125%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41602
description abstractAnalytical solutions to a beach evolution equation are obtained for the case where the initial beach shape may be an arbitrary function of position and where the forcing conditions may be a (known) function of time. The focus of this paper is the derivation of a generalized solution to the one-line equation describing the impact that time varying forcing can have on beach development close to a groyne. Explicit solutions are obtained using an integral transform technique. The solutions are found in terms of closed-form integrals which, for all but the simplest cases, require numerical evaluation. Example applications of the new solutions are described.
publisherAmerican Society of Civil Engineers
titleExplicit Expression for Beach Response to Non-Stationary Forcing near a Groyne
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2006)132:2(125)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 002
contenttypeFulltext


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