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    Kinetic Theory for Particle Concentration Distribution in Two‐Phase Flow 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    Author(s): Guangqian Wang; Jinren Ni
    Publisher: American Society of Civil Engineers
    Abstract: The results of experiments in open channels and closed pipelines show two kinds of patterns for the vertical distribution of particle concentration (i.e., pattern I and pattern II). The former shows a pattern of maximum ...
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    Closure to “<i>Vertical Sediment Distribution</i>” by Jin Ren Ni and Guang Qian Wang (September, 1991, Vol. 117, No. 9) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Jinren Ni; Guangqian Wang
    Publisher: American Society of Civil Engineers
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    Parametric Study of Fate and Transport Model of <i>E. coli</i> in the Nearshore Region of Southern Lake Michigan 

    Source: Journal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Lubo Liu; Xudong Fu; Guangqian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Forecasting the level of waterborne bacterial pathogens (
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    Closure to “Vertical Dispersion of Fine and Coarse Sediments in Turbulent Open-Channel Flows” by Xudong Fu, Guangqian Wang, and Xuejun Shao 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Xudong Fu; Guangqian Wang; Xuejun Shao
    Publisher: American Society of Civil Engineers
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    Case Study: Delayed Sedimentation Response to Inflow and Operations at Sanmenxia Dam 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Baosheng Wu; Guangqian Wang; Junqiang Xia
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on the reservoir sedimentation processes in response to changes in incoming flow at the upstream and changes in the pool level at the downstream for Sanmenxia Reservoir, which is located on the ...
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    Vertical Dispersion of Fine and Coarse Sediments in Turbulent Open-Channel Flows 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Xudong Fu; Guangqian Wang; Xuejun Shao
    Publisher: American Society of Civil Engineers
    Abstract: Through using a kinetic model for particles in turbulent solid–liquid flows, underlying mechanisms of sediment vertical dispersion as well as sediment diffusion coefficient are investigated. Four hydrodynamic mechanisms, ...
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    Drift Velocity of Suspended Sediment in Turbulent Open Channel Flows 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Deyu Zhong; Guangqian Wang; Baosheng Wu
    Publisher: American Society of Civil Engineers
    Abstract: The drift velocity, at which sediment disperses relative to the motion of water-sediment mixtures, is a key variable in two-phase mixture equations. A constitutive relation for the drift velocity, expressed as a power ...
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    Numerical Simulation of Longitudinal and Lateral Channel Deformations in the Braided Reach of the Lower Yellow River 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Guangqian Wang; Junqiang Xia; Baosheng Wu
    Publisher: American Society of Civil Engineers
    Abstract: Bank erosion frequently occurs in the Lower Yellow River (LYR), playing an important role in the evolution of this braided river. A two-dimensional (2D) composite model is developed herein that consists of a depth-averaged ...
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    Bed Sediment Entrainment Function Based on Kinetic Theory 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Deyu Zhong; Guangqian Wang; Yun Ding
    Publisher: American Society of Civil Engineers
    Abstract: Bed sediment entrainment function is derived based on kinetic theory. The entrainment rate is expressed as an upward flux by integrating the particle velocity over all possible upward motions. The possibility of upward ...
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    Transport Equation for Suspended Sediment Based on Two-Fluid Model of Solid/Liquid Two-Phase Flows 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Deyu Zhong; Guangqian Wang; Qicheng Sun
    Publisher: American Society of Civil Engineers
    Abstract: Most theoretical and numerical studies employ diffusion theory to investigate suspended sediment distributions in fluvial rivers, yet diffusion-theory-based descriptions are strictly valid only in the limit of small particle ...
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