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    Closure to “<i>Simulation of Flow in Rectangular Clarifiers</i>” by Emad Imam and John A. McCorquodale (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): John A. McCorquodale
    Publisher: American Society of Civil Engineers
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    Internal Flow in Hydraulic Jumps 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): John A. McCorquodale; Abdelkawi Khalifa
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic jump has been extensively studied using physical models; however, very little data are available for the internal flow in prototype hydraulic jump stilling basins. A mathematical' model has been developed to ...
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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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    Simulation of Flow in Rectangular Clarifiers 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Emad Imam; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model has been developed to simulate flow in rectangular clarifiers operating at neutral density conditions. The equations of motion in the
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    Modeling of Rectangular Settling Tanks 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Siping Zhou; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for predicting the velocity field and suspended solids transport in secondary rectangular settling tanks is presented. The model is applied to investigate the effects of density stratification on the ...
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    Optimal Jet‐Mixer for Shallow Basins 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Emad H. Imam; Abdelkawi Khalifa; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: A series of experimental tests are carried out to aid in the optimal design of a jet‐mixer for a shallow circular basin. Mixing times for single and double jets with various orientations are investigated to determine the ...
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    Numerical Modeling of Sedimentation Tanks 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Emad Imam; John A. McCorquodale; J. K. Bewtra
    Publisher: American Society of Civil Engineers
    Abstract: The numerical simulation of a sedimentation tank involves determining the velocity field and the sediment concentration distribution for the tank. In this study, the vertical velocity field is established by a finite ...
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    Strip Integral Method Applied to Settling Tanks 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Sameh M. Abdel‐Gawad; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: The nonstratified steady flow hydrodynamics of rectangular sedimentation tanks is simulated using a combination of the strip integral and finite element methods. The strip integral method is generally a forward marching ...
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    Closure to “<i>Numerical Modeling of Sedimentation Tanks</i>” by Emad Imam, John A. McCorquodale and J. K. Bewtra (December, 1983, Vol. 109, No. 12) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Emad Imam; John A. McCorquodale; J. K. Bewtra
    Publisher: American Society of Civil Engineers
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    Effects on Dredging due to Diversions from the Lower Mississippi River 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Donald E. Barbé; Kevin Fagot; John A. McCorquodale
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development, calibration, and use of a model to analyze the long-term effects on dredging due to freshwater diversions along the lower Mississippi River. The study area includes the Mississippi River ...
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