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contributor authorSing-Kwan Lee
contributor authorKwok Fai Cheung
date accessioned2017-05-08T20:43:32Z
date available2017-05-08T20:43:32Z
date copyrightJune 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A6%28631%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24855
description abstractResults of a numerical study to investigate wave-induced boundary layer flows are reported. In this study, the writers consider a coupled viscous-inviscid approach, in which the fully nonlinear free surface boundary conditions are satisfied in the inviscid flow calculation, while the viscous flow near the seabed is solved via the Reynolds-averaged Navier-Stokes equations, instead of the thin boundary layer equation. To simulate the turbulent flow, a two-layer
publisherAmerican Society of Civil Engineers
titleLaminar and Turbulent Bottom Boundary Layer Induced by Nonlinear Water Waves
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:6(631)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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