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contributor authorA. Jacob Odgaard
date accessioned2017-05-08T20:39:03Z
date available2017-05-08T20:39:03Z
date copyrightJuly 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A7%28996%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22374
description abstractA simple, analytical model is proposed for the description of flow and stress characteristics in an open-channel flow with nonuniform distribution of bed-shear stress. The model describes the relationship between the secondary current and the transverse variation in bed-shear stress. The streamwise velocity profile is obtained by superposition of a power law and a second-order defect law. The model simulates the flow behavior measured in a laboratory channel with artificially induced transverse variation of shear velocity.
publisherAmerican Society of Civil Engineers
titleShear‐Induced Secondary Currents in Channel Flows
typeJournal Paper
journal volume110
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:7(996)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 007
contenttypeFulltext


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