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    Diagonal Cartesian Method for the Numerical Simulation of Flow and Suspended Sediment Transport over Complex Boundaries 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Hongwei Fang; Bin Liu; Bingbin Huang
    Publisher: American Society of Civil Engineers
    Abstract: There is increasing demand for simulation tools of flow and suspended sediment transport over complex boundaries in hydraulic engineering. The diagonal Cartesian method, which approximates complex boundaries using both ...
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    Influence of Vertical Resolution and Nonequilibrium Model on Three-Dimensional Calculations of Flow and Sediment Transport 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Hongwei Fang; Guojian He; Lixu Wang
    Publisher: American Society of Civil Engineers
    Abstract: This note, using a three-dimensional model of river flow and sediment transport, examines the effect of the vertical resolution and the choice a nonequilibrium adaptation length
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    Response of Bedload and Bedforms to Near-Bed Flow Structures 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023060-1
    Author(s): Chenwei Zhao; Hongwei Fang; Pablo Ouro; Thorsten Stoesser; Subhasish Dey
    Publisher: ASCE
    Abstract: In this study, the large eddy simulation (LES) under the Eulerian method is used to solve the Navier-Stokes equations for turbulent flow simulation. The Lagrangian point-particle model is applied to track particle trajectories ...
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    Bedforms and Flow Resistance of Cohesive Beds with and without Biofilm Coating 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Hongwei Fang; Wei Cheng; Mehdi Fazeli; Subhasish Dey
    Publisher: American Society of Civil Engineers
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    Impact of Particle Shape on Saltating Mode of Bedload Transport Sheared by Turbulent Flow 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Chenwei Zhao; Hongwei Fang; Yan Liu; Subhasish Dey; Guojian He
    Publisher: ASCE
    Abstract: The saltating mode of sediment transport is the dominant mechanism of bedload transport in a fluvial stream, especially in mountainous rivers. In most simulation studies, the actual shapes of sediment particles are simplified ...
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    New Instability Criterion for Stability Analysis of Homogeneous Slopes with Double Strength Reduction 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Hongwei Fang; Yohchia Frank Chen; Guowen Xu; Zhenkun Hou; Jianxun Wu
    Publisher: ASCE
    Abstract: A new instability criterion based on the critical slope concept and the double strength reduction is proposed to evaluate the stability of slopes. In this method, the critical slope contour is determined by the slip-line ...
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    Influence of Bioroughness Density on Turbulence Characteristics in Open-Channel Flows 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024021-1
    Author(s): Zonghong Chen; Guojian He; Hongwei Fang; Yan Liu; Subhasish Dey
    Publisher: American Society of Civil Engineers
    Abstract: Bioroughness plays an important role in modifying the velocity and sediment flux near the riverbed. It is therefore pertinent to study the influence of benthic fauna on the bed forms. To this end, large-eddy simulations ...
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