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    Flow Velocity Measurements in Vegetated Channels

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 007
    Author:
    F. G. Carollo
    ,
    V. Ferro
    ,
    D. Termini
    DOI: 10.1061/(ASCE)0733-9429(2002)128:7(664)
    Publisher: American Society of Civil Engineers
    Abstract: Understanding of the hydraulics of flow over vegetation is very important to support the management of fluvial processes. In this paper the flow over flexible bottom vegetation is experimentally studied. A two-dimensional-acoustic doppler velocimeter is used to measure the local flow velocities for different vegetation concentrations, discharges, and flume slopes. The influence of vegetation concentration and the depth/vegetation height ratio on the measured velocity profiles is analyzed. All measured velocity distributions are S-shaped and exhibit a three-zone profile. The relationship between the velocity distribution and the turbulence intensity distribution is also analyzed. The characteristics (inflection point, maximum value, asymptotes) of the measured velocity distributions and the results of the previous investigators are used to select an analytical expression for the shape of the velocity profile. A theoretical velocity profile is deduced using the classical Prandtl’s mixing length approach with a new expression for the mixing length. The deduced four-coefficient profile allows description of the flow both inside and above the vegetation. The physical and geometrical meaning of the four coefficients are also shown.
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      Flow Velocity Measurements in Vegetated Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25402
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    contributor authorF. G. Carollo
    contributor authorV. Ferro
    contributor authorD. Termini
    date accessioned2017-05-08T20:44:22Z
    date available2017-05-08T20:44:22Z
    date copyrightJuly 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A7%28664%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25402
    description abstractUnderstanding of the hydraulics of flow over vegetation is very important to support the management of fluvial processes. In this paper the flow over flexible bottom vegetation is experimentally studied. A two-dimensional-acoustic doppler velocimeter is used to measure the local flow velocities for different vegetation concentrations, discharges, and flume slopes. The influence of vegetation concentration and the depth/vegetation height ratio on the measured velocity profiles is analyzed. All measured velocity distributions are S-shaped and exhibit a three-zone profile. The relationship between the velocity distribution and the turbulence intensity distribution is also analyzed. The characteristics (inflection point, maximum value, asymptotes) of the measured velocity distributions and the results of the previous investigators are used to select an analytical expression for the shape of the velocity profile. A theoretical velocity profile is deduced using the classical Prandtl’s mixing length approach with a new expression for the mixing length. The deduced four-coefficient profile allows description of the flow both inside and above the vegetation. The physical and geometrical meaning of the four coefficients are also shown.
    publisherAmerican Society of Civil Engineers
    titleFlow Velocity Measurements in Vegetated Channels
    typeJournal Paper
    journal volume128
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:7(664)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian