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contributor authorS. Patil
contributor authorV. P. Singh
date accessioned2017-05-08T21:48:40Z
date available2017-05-08T21:48:40Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%29he%2E1943-5584%2E0000195.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63043
description abstractFlow through submerged vegetation with inflection in the vertical profile of flow velocity exhibits instability at the interface of vegetation and overflow and causes generation of Kelvin-Helmholtz vortices. In case of flexible vegetation, the vortices cause periodic movement of stems called a monami wave. In this paper, the geometry of a bending stem is derived and the amplitude of the monami wave is calculated as a function of the bending angle. Using continuity and momentum equations, the stem geometry, combined with the temporal density stratification due to the periodic motion of stems, is analyzed to determine the frequency of the monami wave. The wave period, combined with the amplitude, explains the interfacial monami wave. The amplitude and period are derived in terms of easily measurable flow and vegetation parameters.
publisherAmerican Society of Civil Engineers
titleCharacteristics of Monami Wave in Submerged Vegetated Flow
typeJournal Paper
journal volume15
journal issue3
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000173
treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
contenttypeFulltext


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