Show simple item record

contributor authorMichael de St. Q. Isaacson
date accessioned2017-05-08T21:08:33Z
date available2017-05-08T21:08:33Z
date copyrightFebruary 1983
date issued1983
identifier other%28asce%290733-950x%281983%29109%3A1%28121%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40283
description abstractThe diffraction of a solitary wave around a vertical surface-piercing circular cylinder is described to a first approximation, and the resulting forces on the cylinder are calculated. This represents a limiting case of a cnoidal wave diffraction solution given previously, and in order to treat this limit the incident wave is represented in terms of a Fourier integral rather than a Fourier series. The maximum force coefficient and the dimensionless runup depend on a single parameter which replaces the usual diffraction parameter. A criterion for diffraction to be significant for shallow water waves is established and depends upon both the diffraction parameter as well as the additional parmater used here.
publisherAmerican Society of Civil Engineers
titleSolitary Wave Diffraction around Large Cylinder
typeJournal Paper
journal volume109
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1983)109:1(121)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record