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    Numerical Modeling of Bed Evolution in Channel Bends 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Ahmed A. Kassem; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional numerical model is developed to predict the time variation of bed deformation in alluvial channel bends. In this model, the depth-averaged unsteady water flow equations along with the sediment continuity ...
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    Comparison of Coupled and Semicoupled Numerical Models for Alluvial Channels 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author(s): Ahmed A. Kassem; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: Contrary to general statements in the literature, the investigations reported in this paper show that semicoupled models are not necessarily unstable and give results comparable to those of coupled models. For this purpose, ...
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    Partial Blockage Detection in Pipelines by Frequency Response Method 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Ahmed M. Sattar; M. Hanif Chaudhry; Ahmed A. Kassem
    Publisher: American Society of Civil Engineers
    Abstract: A new technique is presented utilizing the frequency response for the detection of partial blockages in a pipeline. In the system frequency response, a partial blockage increases the amplitude of the pressure oscillations ...
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    Case Study: 17th Street Canal Breach Closure Procedures 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Ahmed M. Sattar; Ahmed A. Kassem; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: On August 29, 2005 Hurricane Katrina resulted in several breaches in the levees and flood walls protecting New Orleans. Of the 20 breaches, the 17th Street Canal breach caused much of the city flooding. In this paper, the ...
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