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    Drag Reduction in Turbulent Flow With Polymer Additives 

    Source: Journal of Fluids Engineering:;2009:;volume( 131 ):;issue: 005:;page 51301
    Author(s): Shu-Qing Yang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The mean velocity profile and friction factor in turbulent flows with polymer additives are investigated using Prandtl’s mixing-length theorem. This study reveals that the mixing-length theorem ...
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    Formula for Sediment Transport in Rivers, Estuaries, and Coastal Waters 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the present study is to develop a formula for the relationship between flow strength and sediment discharge. The appropriate definition of energy dissipation rate
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    Closure to “Depth-Averaged Shear Stress and Velocity in Open-Channel Flows” by Shu-Qing Yang 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 010
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
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    Discussion of “Semianalytical Model for Shear Stress Distribution in Simple and Compound Open Channels” by A. R. Zarrati, Y. C. Jin, and S. Karimpour 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
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    Depth-Averaged Shear Stress and Velocity in Open-Channel Flows 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
    Abstract: Turbulent momentum and velocity always have the greatest gradient along wall-normal direction in straight channel flows; this has led to the hypothesis that surplus energy within any control volume in a three-dimensional ...
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    Formula for Sediment Transport Subject to Vertical Flows 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
    Abstract: Sediment transport is a geophysical phenomenon in which sediment particles are driven to move in streamwise and vertical directions by various forces. Almost all existing formulas of sediment transport were derived without ...
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    Formula for Sediment Transport Subject to Vertical Flows 

    Source: Journal of Hydraulic Engineering:;2019:;Volume (0145):;issue:005
    Author(s): Shu-Qing Yang
    Publisher: American Society of Civil Engineers
    Abstract: Sediment transport is a geophysical phenomenon in which sediment particles are driven to move in streamwise and vertical directions by various forces. Almost all existing formulas of sediment transport were derived without ...
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    Total Load Transport Formula for Flow in Alluvial Channels 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Shu-Qing Yang; Siow-Yong Lim
    Publisher: American Society of Civil Engineers
    Abstract: A user-friendly total bed-material load transport formula for flow in alluvial channels under equilibrium transport conditions has been developed based on dimensional analysis. The main advantages of this formula are its ...
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    Closure to “Mechanism of Energy Transportation and Turbulent Flow in a 3D Channel” by Shu-Qing Yang and Siow-Yong Lim 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Shu-Qing Yang; Siow-Yong Lim
    Publisher: American Society of Civil Engineers
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    Determination of Boundary Shear Stress and Reynolds Shear Stress in Smooth Rectangular Channel Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Shu-Qing Yang; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: A method for computing three-dimensional Reynolds shear stresses and boundary shear stress distribution in smooth rectangular channels is developed by applying an order of magnitude analysis to integrate the Reynolds ...
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