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    Erratum for “Transport Equation for Suspended Sediment Based on Two-Fluid Model of Solid/Liquid Two-Phase Flows” by Deyu Zhong, Guangqian Wang, and Qicheng Sun 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 002
    Author(s): Deyu Zhong
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Simulation of Scalar Transport in Large Shallow Water Systems Using Flux-Form Eulerian–Lagrangian Method 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020092-1
    Author(s): Dechao Hu; Shiming Yao; Guangqian Wang; Deyu Zhong
    Publisher: ASCE
    Abstract: This study is devoted to advancing hydroenvironmental modeling of large-scale shallow water systems to the times of three-dimensional (3D) simulations, where the solution of advective transport of scalar is the focus. The ...
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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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    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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    Discussion of “Friction Modeling of Flood Flow Simulations” by Vasilis Bellos, Ioannis Nalbantis, and George Tsakiris 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 005:;page 07020008-1
    Author(s): Jie Qin; Teng Wu; Deyu Zhong
    Publisher: ASCE
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    Discussion of “Flow Resistance in a Compound Channel with Diverging and Converging Floodplains” By Bhabani Shankar Das and Kishanjit Kumar Khatua 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 006:;page 07020010-1
    Author(s): Jie Qin; Teng Wu; Dongdong Jia; Deyu Zhong
    Publisher: ASCE
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    Two-Dimensional Finite-Volume Eulerian-Lagrangian Method on Unstructured Grid for Solving Advective Transport of Passive Scalars in Free-Surface Flows 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author(s): Dechao Hu; Yonghui Zhu; Deyu Zhong; Hui Qin
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) finite-volume Eulerian-Lagrangian method (FVELM) on unstructured grid is proposed for solving the advection equation in free-surface scalar transport models. A backtracking band is defined along the ...
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    Prediction–Correction Method for Parallelizing Implicit 2D Hydrodynamic Models. II: Application 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Dechao Hu; Deyu Zhong; Yonghui Zhu; Guangqian Wang
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) hydrodynamic model is developed for the Jing-Dongting river–lake system, with the computation domain (
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    Prediction–Correction Method for Parallelizing Implicit 2D Hydrodynamic Models. I: Scheme 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Dechao Hu; Deyu Zhong; Hongwu Zhang; Guangqian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Parallel solutions of linear systems arising from velocity–pressure coupling in implicit two-dimensional (2D) hydrodynamic models are usually difficult and inefficient. Using domain decomposition, a prediction–correction ...
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