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    Characteristics of Monami Wave in Submerged Vegetated Flow

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
    Author:
    S. Patil
    ,
    V. P. Singh
    DOI: 10.1061/(ASCE)HE.1943-5584.0000173
    Publisher: American Society of Civil Engineers
    Abstract: Flow 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.
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      Characteristics of Monami Wave in Submerged Vegetated Flow

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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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