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contributor authorS. Patil
contributor authorV. P. Singh
date accessioned2017-05-08T21:49:04Z
date available2017-05-08T21:49:04Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000429.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63288
description abstractThe presence of submerged vegetation divides flow velocity vertically into overflow and vegetation velocities connected by a strong shear. In addition, the flow structure exhibits periodic oscillations at the interface called Kelvin-Helmholtz vortices. The entire flow is divided into a combined vortex-overflow region that covers the overflow and upper part of the vegetation and a lower vegetation region below the vortices. A closed-form solution for longitudinal dispersion in this flow field is derived, which is an addition of the steady flow dispersion in the two regions and the dispersion caused by inefficient exchange between the two regions. The shear velocities in both the regions are modeled by using power law, whereas the vortices are modeled by the periodic components of the combined vortex-overflow stream function. The proposed dispersion model depicts shear-induced steady flow dispersion and vortex-induced dispersion caused by the inefficient exchange and shows reasonable agreement with past data.
publisherAmerican Society of Civil Engineers
titleDispersion in Submerged Vegetated Flow with Coherent Vortices
typeJournal Paper
journal volume17
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000409
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
contenttypeFulltext


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