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contributor authorE. C. Jamieson
contributor authorC. D. Rennie
contributor authorR. D. Townsend
date accessioned2017-05-08T21:51:37Z
date available2017-05-08T21:51:37Z
date copyrightMarch 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000699.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64535
description abstractLaboratory flume experiments were conducted to study the flow field and sediment dynamics in a mobile-bed channel bend with and without the presence of stream barbs (upstream-angled submerged groynes). This paper presents spatial distributions of the vorticity field and the turbulent Reynolds shear stresses, kinetic energy, and integral scales. The objectives of the present paper were to (1) advance understanding of the role that vorticity and turbulence play in the erosion process in channel bends with and without barbs, and (2) optimize barb design for reducing erosion along the outer bank regions of channel bends through consideration of flow-field turbulence and vorticity. Results indicate that (1) increased
publisherAmerican Society of Civil Engineers
titleTurbulence and Vorticity in a Laboratory Channel Bend at Equilibrium Clear-Water Scour with and without Stream Barbs
typeJournal Paper
journal volume139
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000673
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
contenttypeFulltext


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