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    Turbulence Intensities of Shallow Rain-Impacted Flow over Rough Bed

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author:
    Jau-Yau Lu
    ,
    Jen-Yan Chen
    ,
    Jian-Hao Hong
    ,
    Tai-Fang Lu
    ,
    Chia-Sheng Liu
    DOI: 10.1061/(ASCE)0733-9429(2001)127:10(881)
    Publisher: American Society of Civil Engineers
    Abstract: A thorough understanding of the effect of raindrop impacts on the characteristics of a shallow flow is very helpful to properly predict and control water erosion. The turbulence properties of a shallow rain-impacted flow over a rough bed were studied using a two-dimensional fiber-optic laser Doppler velocimeter and an oscillating type raindrop generator. It was found that the value of momentum correction factor β for a rough boundary was much smaller than that for a smooth boundary at a given value of Reynolds number because of the vertical mixing effect of the boundary roughness. For the condition without rainfall, the vertical distribution of the longitudinal turbulence intensity became more uniform as the boundary roughness increased. For the “fully rough” condition with rainfall and constant roughness size, the effect of roughness on the distributions of turbulence intensities was small. Similar to the condition with smooth boundary, the rainfall-generated turbulence was greatest near the water surface and decreased downward at an exponential rate for the flow over rough bed. Two types of statistical correlations were developed to predict the distributions of both the longitudinal and the vertical turbulence intensities depending on whether the flow is completely penetrated by the raindrops.
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      Turbulence Intensities of Shallow Rain-Impacted Flow over Rough Bed

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    contributor authorJau-Yau Lu
    contributor authorJen-Yan Chen
    contributor authorJian-Hao Hong
    contributor authorTai-Fang Lu
    contributor authorChia-Sheng Liu
    date accessioned2017-05-08T20:43:57Z
    date available2017-05-08T20:43:57Z
    date copyrightOctober 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A10%28881%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25115
    description abstractA thorough understanding of the effect of raindrop impacts on the characteristics of a shallow flow is very helpful to properly predict and control water erosion. The turbulence properties of a shallow rain-impacted flow over a rough bed were studied using a two-dimensional fiber-optic laser Doppler velocimeter and an oscillating type raindrop generator. It was found that the value of momentum correction factor β for a rough boundary was much smaller than that for a smooth boundary at a given value of Reynolds number because of the vertical mixing effect of the boundary roughness. For the condition without rainfall, the vertical distribution of the longitudinal turbulence intensity became more uniform as the boundary roughness increased. For the “fully rough” condition with rainfall and constant roughness size, the effect of roughness on the distributions of turbulence intensities was small. Similar to the condition with smooth boundary, the rainfall-generated turbulence was greatest near the water surface and decreased downward at an exponential rate for the flow over rough bed. Two types of statistical correlations were developed to predict the distributions of both the longitudinal and the vertical turbulence intensities depending on whether the flow is completely penetrated by the raindrops.
    publisherAmerican Society of Civil Engineers
    titleTurbulence Intensities of Shallow Rain-Impacted Flow over Rough Bed
    typeJournal Paper
    journal volume127
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:10(881)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    contenttypeFulltext
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