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    Motion of Contact‐Load Particles at High Shear Stress 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Fidelia N. Nnadi; Kenneth C. Wilson
    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 ...
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    Bed-Load Motion at High Shear Stress: Dune Washout and Plane-Bed Flow 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Fidelia N. Nnadi; Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
    Abstract: Experiments involving bed forms have usually been carried out in flumes, but in the present work a pressurized-conduit system was found to be appropriate for investigating sediment motion at high shear stress. The bed ...
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    Closure to “<i>Motion of Contact‐Load Particles at High Shear Stresses</i>” by Fidelia Nnadi and Kenneth C. Wilson (December, 1992, Vol. 118, No. 12) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Fidelia N. Nnadi; Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
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    Discussion and Closure: Bed-Load Motion at High Shear Stress: Dune Washout and Plane-Bed Flow 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Sean Bennett; Jim Best; Fidelia N. Nnadi; Kenneth C. Wilson
    Publisher: American Society of Civil Engineers
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