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    Distribution of Bed Shear Stress in Rotating Circular Flume

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Bommanna G. Krishnappan
    ,
    Peter Engel
    DOI: 10.1061/(ASCE)0733-9429(2004)130:4(324)
    Publisher: American Society of Civil Engineers
    Abstract: Distributions of bed shear stress across the width of a rotating circular flume with smooth and rough bed surfaces were obtained by measurement and model prediction. Results with flows over smooth beds showed that the flow in the central part may be considered to be two-dimensional and that effects of flow depth over the operating range of the flume are minor for flow depths not exceeding 0.14 m. For rough beds, the bed shear stress distributions were found to be skewed toward the inner wall. This can be corrected if a compensating roughness is added to the bottom of the ring. Such measures are also effective for flumes with smooth beds. Measured bed shear stress distributions agreed well with the predicted distributions for smooth beds and reasonably well for rough beds. The modified Preston tube, for measurement of bed shear stress in flows over rough beds, was found to give promising results. Further tests are required to completely define the uncertainty in bed shear stress measurements made with this instrument.
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      Distribution of Bed Shear Stress in Rotating Circular Flume

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    contributor authorBommanna G. Krishnappan
    contributor authorPeter Engel
    date accessioned2017-05-08T20:44:49Z
    date available2017-05-08T20:44:49Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A4%28324%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25710
    description abstractDistributions of bed shear stress across the width of a rotating circular flume with smooth and rough bed surfaces were obtained by measurement and model prediction. Results with flows over smooth beds showed that the flow in the central part may be considered to be two-dimensional and that effects of flow depth over the operating range of the flume are minor for flow depths not exceeding 0.14 m. For rough beds, the bed shear stress distributions were found to be skewed toward the inner wall. This can be corrected if a compensating roughness is added to the bottom of the ring. Such measures are also effective for flumes with smooth beds. Measured bed shear stress distributions agreed well with the predicted distributions for smooth beds and reasonably well for rough beds. The modified Preston tube, for measurement of bed shear stress in flows over rough beds, was found to give promising results. Further tests are required to completely define the uncertainty in bed shear stress measurements made with this instrument.
    publisherAmerican Society of Civil Engineers
    titleDistribution of Bed Shear Stress in Rotating Circular Flume
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:4(324)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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