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    Interaction of Particles and Near-Wall Lift in Slurry Pipelines 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): K. C. Wilson; A. Sellgren
    Publisher: American Society of Civil Engineers
    Abstract: In pipeline transport of slurries, it is desirable that the solid particles should be suspended by the fluid phase. Within the body of the flow, turbulent diffusion promotes suspension, but this mechanism is not effective ...
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    Dispersive Force Basis for Concentration Profiles 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): K. C. Wilson; F. J. Pugh
    Publisher: American Society of Civil Engineers
    Abstract: Sediment concentration measurements of particulate slurry flow provide new insights into intense movement of both bed load and suspended load at high concentrations. The submerged weight of the bed-load (contact-load) ...
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    Closure to “<i>Dispersive Force Basis for Concentration Profiles</i>” by K. C. Wilson and F. J. Pugh (July, 1988, Vol. 114, No. 7) 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): K. C. Wilson; F. J. Pugh
    Publisher: American Society of Civil Engineers
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    Discussions: Design of Sediment-Transporting Pipeline 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Takashi Nakae; C. A. Shook; K. C. Wilson
    Publisher: American Society of Civil Engineers
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