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    Mobile‐Bed Friction at High Shear Stress

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author:
    Kenneth C. Wilson
    DOI: 10.1061/(ASCE)0733-9429(1989)115:6(825)
    Publisher: American Society of Civil Engineers
    Abstract: Analysis demonstrates, and experiments confirm that the frictional behavior of mobile beds at high shear stress is inherently different from either of the two classical cases—smooth wall and rough wall. For those two cases, the characteristic lengths for friction are based on viscosity and grain size, respectively. For the new mobile-bed friction relation this length varies with the thickness of the shear layer occupied by the moving bed-load particles. This thickness is itself directly related to shear stress, giving rise to the prediction that at high shear stress (Shields ordinate greater than unity) the effective roughness ratio (effective roughness/particle diameter) should be approximately five times the Shields ordinate. The high-shear-stress experimental results show a variation in accord with the prediction.
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      Mobile‐Bed Friction at High Shear Stress

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    contributor authorKenneth C. Wilson
    date accessioned2017-05-08T20:40:33Z
    date available2017-05-08T20:40:33Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A6%28825%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23165
    description abstractAnalysis demonstrates, and experiments confirm that the frictional behavior of mobile beds at high shear stress is inherently different from either of the two classical cases—smooth wall and rough wall. For those two cases, the characteristic lengths for friction are based on viscosity and grain size, respectively. For the new mobile-bed friction relation this length varies with the thickness of the shear layer occupied by the moving bed-load particles. This thickness is itself directly related to shear stress, giving rise to the prediction that at high shear stress (Shields ordinate greater than unity) the effective roughness ratio (effective roughness/particle diameter) should be approximately five times the Shields ordinate. The high-shear-stress experimental results show a variation in accord with the prediction.
    publisherAmerican Society of Civil Engineers
    titleMobile‐Bed Friction at High Shear Stress
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:6(825)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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