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contributor authorHitoshi Tanaka
date accessioned2017-05-08T21:09:15Z
date available2017-05-08T21:09:15Z
date copyrightJanuary 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A1%2840%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40718
description abstractThe stream function theory proposed by Dean for irrotational nonlinear waves is modified and extended for rotational nonlinear waves. Bottom shear stress due to laminar, smooth‐turbulent, and rough‐turbulent flow can be included by introducing the conventional eddy, viscosity model for the latter two. In order to solve the maximum of bottom friction velocity which appears in the stream function, an equation that includes the stream function itself is established and then solved by iteration. Computed velocity profiles are compared with measured results.
publisherAmerican Society of Civil Engineers
titleBottom Boundary Layer Under Nonlinear Wave Motion
typeJournal Paper
journal volume115
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:1(40)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 001
contenttypeFulltext


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