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contributor authorA. Jacob Odgaard
date accessioned2017-05-08T20:38:56Z
date available2017-05-08T20:38:56Z
date copyrightApril 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A4%28521%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22313
description abstractTWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory‐channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible.
publisherAmerican Society of Civil Engineers
titleFlow and Bed Topography in Alluvial Channel Bend
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:4(521)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
contenttypeFulltext


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