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    Experimental and Numerical Study on Impact of Double Layer Vegetation in Open Channel Flows

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 002
    Author:
    H. R. Rahimi
    ,
    X. Tang
    ,
    P. Singh
    DOI: 10.1061/(ASCE)HE.1943-5584.0001865
    Publisher: ASCE
    Abstract: This paper studies the effects of different types and configurations of double layer vegetation on the flow of open channels. The vegetation is simulated through cylindrical dowels with a diameter of 6.35 mm and heights of 10 and 20 cm, which represent short and tall dowels, respectively. Profiles for instantaneous velocities were obtained by acoustic Doppler velocimetry (ADV) at different locations around vegetation with multiple staggered and linear formations. The experiment covers a wide range of sparse to dense vegetation configurations. Furthermore, different flow depths were selected to simulate fully submerged cases for short vegetation and to capture the inflection of velocity over the mixing region between short and tall dowels. The results reveal that the velocity profile is mostly uniform at the depth of short vegetation in different configurations with various densities. The velocity starts to increase in the region near the top edge of short vegetation, followed by a significant increase through the height of tall vegetation to the free surface. Generally, the flow velocity behind the vegetation layer is significantly smaller than that in free regions adjacent to short and tall vegetation. The overall idea of the present study was to simulate the same sets of vegetation configurations using a K-ε model with mesh sensitivity analysis to capture inflections over the short vegetation region. The experimental investigations with a numerical study were explored for double layer vegetation, which was corroborated and found to have good agreement for different vegetation configurations.
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      Experimental and Numerical Study on Impact of Double Layer Vegetation in Open Channel Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4265824
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    contributor authorH. R. Rahimi
    contributor authorX. Tang
    contributor authorP. Singh
    date accessioned2022-01-30T19:42:18Z
    date available2022-01-30T19:42:18Z
    date issued2020
    identifier other%28ASCE%29HE.1943-5584.0001865.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265824
    description abstractThis paper studies the effects of different types and configurations of double layer vegetation on the flow of open channels. The vegetation is simulated through cylindrical dowels with a diameter of 6.35 mm and heights of 10 and 20 cm, which represent short and tall dowels, respectively. Profiles for instantaneous velocities were obtained by acoustic Doppler velocimetry (ADV) at different locations around vegetation with multiple staggered and linear formations. The experiment covers a wide range of sparse to dense vegetation configurations. Furthermore, different flow depths were selected to simulate fully submerged cases for short vegetation and to capture the inflection of velocity over the mixing region between short and tall dowels. The results reveal that the velocity profile is mostly uniform at the depth of short vegetation in different configurations with various densities. The velocity starts to increase in the region near the top edge of short vegetation, followed by a significant increase through the height of tall vegetation to the free surface. Generally, the flow velocity behind the vegetation layer is significantly smaller than that in free regions adjacent to short and tall vegetation. The overall idea of the present study was to simulate the same sets of vegetation configurations using a K-ε model with mesh sensitivity analysis to capture inflections over the short vegetation region. The experimental investigations with a numerical study were explored for double layer vegetation, which was corroborated and found to have good agreement for different vegetation configurations.
    publisherASCE
    titleExperimental and Numerical Study on Impact of Double Layer Vegetation in Open Channel Flows
    typeJournal Paper
    journal volume25
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001865
    page04019064
    treeJournal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 002
    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
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