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contributor authorSujit K. Bose
contributor authorSubhasish Dey
date accessioned2017-05-08T21:52:01Z
date available2017-05-08T21:52:01Z
date copyrightMarch 2014
date issued2014
identifier other%28asce%29hz%2E1944-8376%2E0000001.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64684
description abstractGravity waves propagating over free-surface flows with shallow depth are well-known phenomena. The small-amplitude sinusoidal wave and Korteweg-de Vries (KdV) equations are based on potential-flow theory being widely used to describe water-wave propagation. The KdV equation leads to two basic flow patterns, as follows: (1) cnoidal waves, and (2) solitary waves. However, in case of a real Newtonian fluid, the bed resistance and the rapid motion of fluid generate turbulence (eddies) in the medium. The effects of turbulence are taken into account in this paper by using the equations for the surface elevation
publisherAmerican Society of Civil Engineers
titleGravity Waves on Turbulent Shear Flow: Reynolds Averaged Approach
typeJournal Paper
journal volume140
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000820
treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 003
contenttypeFulltext


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