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    Discussion of “Time Variation of Scour at Abutments” by Subhasish Dey and Abdul Karim Barbhuiya 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Abdul A. Khan
    Publisher: American Society of Civil Engineers
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    A Parallel Two-Dimensional Discontinuous Galerkin Method for Shallow-Water Flows Using High-Resolution Unstructured Meshes 

    Source: Journal of Computing in Civil Engineering:;2017:;Volume ( 031 ):;issue: 003
    Author(s): Wencong Lai; Abdul A. Khan
    Publisher: American Society of Civil Engineers
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    Physically Based Hydraulic Jump Model for Depth-Averaged Computations 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: Consideration of momentum conservation within a hydraulic jump leads to the conclusion that both the momentum correction due to the nonuniform mean velocity profile and the depth-averaged turbulent normal stress are important ...
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    Modeling Overfalls Using Vertically Averaged and Moment Equations 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: A new set of vertically averaged and moment equations, which assumes a linear longitudinal velocity distribution and quadratic vertical velocity and pressure distributions, is used for modeling flow in the vicinity of ...
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    Potential-Flow Solution to 2D Transition from Mild to Steep Slope 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
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    Vertically Averaged and Moment Equations Model for Flow over Curved Beds 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Abdul A. Khan; Peter M. Steffler
    Publisher: American Society of Civil Engineers
    Abstract: A new set of vertically averaged and moment equations, which assumes linear horizontal velocity distribution as well as quadratic vertical velocity and pressure distributions, along with a reduced set of vertically averaged ...
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    Upwind Conservative Scheme for the Saint Venant Equations 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Xinya Ying; Abdul A. Khan; Sam S. Y. Wang
    Publisher: American Society of Civil Engineers
    Abstract: An upwind conservative scheme with a weighted average water-surface-gradient approach is proposed to compute one-dimensional open channel flows. The numerical scheme is based on the control volume method. The intercell ...
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    Frequency of Discharge Causing Abutment Scour in South Carolina 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Khaldoun M. Shatanawi; Nadim M. Aziz; Abdul A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study is to evaluate the adequacy of the
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    Evaluation of Satellite and Gauge-Based Precipitation Products through Hydrologic Simulation in Tigris River Basin under Data-Scarce Environment 

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Aws A. Ajaaj; Ashok K. Mishra; Abdul A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates four widely used satellite and gauged-based precipitation products for hydrological evaluation in the poorly gauged Tigris River basin (TRB), with an area of 445,656  km2, using the Soil and Water ...
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    Numerical Investigation of Circular Turbulent Jets in Shallow Water 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): M. Nasimul Chowdhury; Abdul A. Khan; Firat Y. Testik
    Publisher: American Society of Civil Engineers
    Abstract: Knowledge of turbulent jets in shallow water depths is of utmost importance to adequately characterize municipal and industrial discharges. Propagation and dilution of such discharges are influenced by the presence of ...
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