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    Motion of Contact‐Load Particles at High Shear Stress

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author:
    Fidelia N. Nnadi
    ,
    Kenneth C. Wilson
    DOI: 10.1061/(ASCE)0733-9429(1992)118:12(1670)
    Publisher: American Society of Civil Engineers
    Abstract: For rivers in flood and beaches under wave attack, the shear stress at the top of the stationary granular bed can set up a sheared layer of contact‐load (bed‐load) particles. This type of motion also occurs in pressurized ponduits, where more accurate observations can be obtained. For high shear stress
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      Motion of Contact‐Load Particles at High Shear Stress

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23594
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    contributor authorFidelia N. Nnadi
    contributor authorKenneth C. Wilson
    date accessioned2017-05-08T20:41:22Z
    date available2017-05-08T20:41:22Z
    date copyrightDecember 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A12%281670%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23594
    description abstractFor rivers in flood and beaches under wave attack, the shear stress at the top of the stationary granular bed can set up a sheared layer of contact‐load (bed‐load) particles. This type of motion also occurs in pressurized ponduits, where more accurate observations can be obtained. For high shear stress
    publisherAmerican Society of Civil Engineers
    titleMotion of Contact‐Load Particles at High Shear Stress
    typeJournal Paper
    journal volume118
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:12(1670)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
    contenttypeFulltext
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