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    Discussion of “Physical Modeling of Sheet Flow on Rough Impervious Surfaces” by Randall J. Charbeneau, Jaehak Jeong, and Michael E. Barrett 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Xingwei Chen
    Publisher: American Society of Civil Engineers
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    Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Xingwei Chen; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The experimental study shows how an open-channel flow would respond to a sudden change (from smooth to rough) in bed roughness. Using a two-dimensional acoustic Doppler velocimeter and a laser Doppler velocimeter, the ...
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    Closure to “Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow” by Xingwei Chen and Yee-Meng Chiew 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Xingwei Chen; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
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    Velocity Distribution of Turbulent Open-Channel Flow with Bed Suction 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Xingwei Chen; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates theoretically and experimentally the velocity distributions of turbulent open channel flow with bed suction. A velocity profile with a slip velocity at the bed surface and an origin displacement ...
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    Slope Correction for Calculation of Bedload Sediment Transport Rates in Steep Channels 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Nian-Sheng Cheng; Xingwei Chen
    Publisher: American Society of Civil Engineers
    Abstract: Classical theories developed for investigating bedload sediment transport are applicable largely for channel beds of a gentle slope. Examples are the well-known Shields diagram for the evaluation of the critical condition ...
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    Turbulence Characteristics of Open-Channel Flow with Bed Suction 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Xingwei Chen; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The influence of bed suction on the characteristics of turbulent open channel flow is studied in a laboratory flume using a two-component laser Doppler velocimeter. The experimental results show how bed suction significantly ...
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    Evaluating the Use of Nash-Sutcliffe Efficiency Coefficient in Goodness-of-Fit Measures for Daily Runoff Simulation with SWAT 

    Source: Journal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Feng Lin; Xingwei Chen; Huaxia Yao
    Publisher: American Society of Civil Engineers
    Abstract: Hydrological models must be carefully calibrated to ensure that predictions are scientifically sound and reliable. As a goodness-of-fit measure, an ideal threshold of the Nash-Sutcliffe efficiency coefficient (Ens) has ...
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    Effects of Electrically Conductive Additives on Laboratory-Measured Properties of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 010
    Author(s): Baoshan Huang; Xingwei Chen; Xiang Shu
    Publisher: American Society of Civil Engineers
    Abstract: An asphalt mixture generally behaves as an insulator. The addition of electrically conductive additives may produce conductive asphalt mixtures. The present study investigated the effectiveness of several commonly used ...
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    Scaling Analysis of Pier-Scouring Processes 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Nian Sheng Cheng; Yee Meng Chiew; Xingwei Chen
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a scaling analysis of the time development of clear-water scour depth at bridge piers. It shows that the widely-used exponential formula can be theoretically derived with scaling arguments. The derivation ...
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    Semianalytical Model for Solid Concentration in Turbulent Pipe Flows with Dispersed Particles 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Xingwei Chen; C. T. Hsu; Yee-Meng Chiew
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a semianalytical model for the radial distribution of the solid concentration in a fully developed vertical turbulent pipe two-phase flow. A simplified momentum equation in the radial direction for solid ...
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