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    Lodging Velocity for an Emergent Aquatic Plant in Open Channels

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author:
    Jennifer G. Duan
    ,
    Brian Barkdoll
    ,
    Richard French
    DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1015)
    Publisher: American Society of Civil Engineers
    Abstract: Vegetation 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.
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      Lodging Velocity for an Emergent Aquatic Plant in Open Channels

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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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