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    Effect of a Suction Upon Laminar Flow Along a Vertical Wall 

    Source: Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 004:;page 877
    Author(s): M. A. A. Khan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The laminar flow of a thin film past a vertical wall subjected to suction is studied. An approximate solution for small porosity is obtained in the accelerated region. A relation between film ...
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    Discontinuous Galerkin Method for 1D Shallow Water Flow in Nonrectangular and Nonprismatic Channels 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): W. Lai; A. A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: A total variation diminishing Runge-Kutta discontinuous Galerkin finite element method for the solution of one-dimensional (1D) shallow water flow equations for natural channels is presented. The hydrostatic pressure force ...
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    Flow Field Upstream of an Orifice under Fixed Bed and Equilibrium Scour Conditions 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): D. N. Powell; A. A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: Flow behavior upstream of a circular orifice with the invert at the bed level (initially) is investigated under fixed bed and equilibrium scour (mobile bed) conditions. The experiments are performed under three different ...
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    Numerical Simulation of Equal and Opposing Subcritical Flow Junctions 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): C. S. Frizzell; A. A. Khan; D. E. Werth
    Publisher: American Society of Civil Engineers
    Abstract: This study presents measured and computational results of a flow pattern at a junction with equal and opposing flows in the upstream channel that collide and turn
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    Investigation of Flow Upstream of Orifices 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): D. B. Bryant; A. A. Khan; N. M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: A physical model study is conducted to investigate the flow field upstream of orifices. In particular, new experimental data for the upstream flow pattern resulting from multiple orifices, an orifice near a free surface, ...
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    CFD Study of Merging Turbulent Plane Jets 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): A. Karimpour; N. B. Kaye; A. A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: A series of two-dimensional computational fluid dynamics (CFD) simulations of merging turbulent plane jets were conducted to establish the point at which the jets can be regarded as having merged to form a single jet. ...
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    Impact of Freeway Geometric and Incident Characteristics on Incident Detection 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 006
    Author(s): H. M. Al-Deek; S. S. Ishak; A. A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: The potential improvement in incident detection can be achieved by examining the major factors that may influence incident rates and incident detection rates. The subsections of the central I-4 corridor were grouped by ...
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    Closure to “Investigation of Flow Upstream of Orifices” by D. B. Bryant, A. A. Khan, and N. M. Aziz 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): D. B. Bryant; A. A. Khan; N. M. Aziz
    Publisher: American Society of Civil Engineers
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    Investigation of Flow through Orifices in Riser Pipes 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): P. D. Prohaska; A. A. Khan; N. B. Kaye
    Publisher: American Society of Civil Engineers
    Abstract: In this study the discharge coefficient for circular orifices of different size in two different sizes of riser pipe is investigated experimentally. This type of outlet structure is common in detention ponds to achieve ...
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    Hydraulic Performance of Aggregate Beds with Perforated Pipe Underdrains Flowing Full 

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): P. Murphy; N. B. Kaye; A. A. Khan
    Publisher: American Society of Civil Engineers
    Abstract: Results are presented from an experimental study of the stage discharge relationship for a porous pipe buried under loose laid aggregate. A series of steady-state experiments were performed in which the depth of flow over ...
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