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contributor authorGonzalo Simarro
contributor authorAlejandro Orfila
contributor authorPhilip L.-F. Liu
date accessioned2017-05-08T20:46:00Z
date available2017-05-08T20:46:00Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A2%28225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26445
description abstractAn approach for calculating turbulent flows in a wave-current boundary layer over a slowly varying bed is presented. Waves are periodic in time with several harmonics. In this paper, we adopt a time invariant eddy viscosity model, in which the eddy viscosity is linearly proportional to the distance from the bed. The boundary-layer flow field is solved analytically in terms of Fourier components. The approach allows fast computations and can be easily included in a phase resolving wave propagation model. As a part of the results, bottom shear stress and the spatial variation of the boundary layer thickness are also obtained. Present results compare well with experimental data and can explain the asymmetries in the bottom shear stress under sawtooth shaped waves.
publisherAmerican Society of Civil Engineers
titleBed-Shear Stress in Turbulent Wave-Current Boundary Layers
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:2(225)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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