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    Initiation of Movement of Quartz Particles 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Wilbert Lick; Lijun Jin; Joe Gailani
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical description of the initiation of movement of sediments consisting of uniform-size, quartz particles is developed. These sediments behave in a noncohesive manner for coarse-grained particles but show cohesive ...
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    Diffusion and Sorption of Hexachlorobenzene in Sediments and Saturated Soils 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Geoffrey Deane; Zenitha Chroneer; Wilbert Lick
    Publisher: American Society of Civil Engineers
    Abstract: In order to understand the transport and fate of hydrophobic organic chemicals (HOCs) in consolidated sediments and saturated soils, long-term (up to 512 d), one-dimensional, time-dependent diffusion experiments were done ...
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    Measurements of Erosion of Undisturbed Bottom Sediments with Depth 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Joe McNeil; Catherine Taylor; Wilbert Lick
    Publisher: American Society of Civil Engineers
    Abstract: A unique flume that measures the erosion of sediments at high shear stresses and with sediment depth has been designed, constructed, and used. Experiments in this flume, Sedflume, can be done either with reconstructed ...
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    Effects of Particle Size and Bulk Density on Erosion of Quartz Particles 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Jesse Roberts; Rich Jepsen; Doug Gotthard; Wilbert Lick
    Publisher: American Society of Civil Engineers
    Abstract: Experiments have been done in order to determine the effects of particle size and bulk density on the erosion of quartz particles. Average particle sizes ranged from 5 to 1,350 μm, while bulk densities ranged from approximately ...
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