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contributor authorJørgen Fredsøe
date accessioned2017-05-08T20:39:04Z
date available2017-05-08T20:39:04Z
date copyrightAugust 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A8%281103%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22380
description abstractThe mean current velocity profile in the combined wave‐current motion is calculated by use of the depth‐integrated momentum equation. The velocity distribution is assumed to be logarithmic inside as well as outside the wave boundary layer, but with different slopes. Hereby, it is possible to describe the flow in the whole range from the pure wave motion (without any mean current) to the pure current motion (without any waves). The theory covers an arbitrary angle between wave propagation direction and mean current direction.
publisherAmerican Society of Civil Engineers
titleTurbulent Boundary Layer in Wave‐current Motion
typeJournal Paper
journal volume110
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:8(1103)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 008
contenttypeFulltext


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