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contributor authorTrond Aukrust
contributor authorIver Brevik
date accessioned2017-05-08T21:08:53Z
date available2017-05-08T21:08:53Z
date copyrightMay 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A3%28525%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40451
description abstractIn an earlier paper, a three‐layer model of an oscillatory rough turbulent layer was simplified to a two‐layer model. The model consisted of an overlap layer in which the turbulent viscosity varied linearly with height, and an outer layer in which the viscosity was constant. This paper improves the theory from the earlier paper: Turbulent viscosity is allowed to decrease linearly above the overlap layer until a certain height is reached, after which the viscosity is held constant. The viscosity everywhere is assumed time independent. The theory is compared with observations by other researchers. The agreement between theory and experiment is reasonably good. Also, a theoretical derivation of the wave friction factor is given, which for the larger excursion amplitudes agrees well with a previously established semi‐empirical friction factor formula.
publisherAmerican Society of Civil Engineers
titleTurbulent Viscosity in Rough Oscillatory Flow
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:3(525)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
contenttypeFulltext


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