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contributor authorJennifer G. Duan
contributor authorBrian Barkdoll
contributor authorRichard French
date accessioned2017-05-08T20:45:17Z
date available2017-05-08T20:45:17Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A10%281015%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25999
description abstractVegetation can impede flow in open channels. The control of vegetation by hydraulic means is a nonchemical approach that can be attractive. To control the vegetation, the calculation of the lodging velocity (velocity at which the plant stem breaks) is an important parameter. A theoretical method is developed here for a single stem fully exposed to the flow, assuming that the drag force is the sole failure-inducing force. Results are compared to field results and the trends analyzed. The comparison and field visual observations may indicate that vortex shedding (not accounted for in the model) could be the dominant failure-inducing force, and not the drag force, as assumed.
publisherAmerican Society of Civil Engineers
titleLodging Velocity for an Emergent Aquatic Plant in Open Channels
typeJournal Paper
journal volume132
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:10(1015)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
contenttypeFulltext


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