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    Case Study: Numerical Evaluation of Hydraulic Transients in a Combined Sewer Overflow Tunnel System 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): M. Politano; A. J. Odgaard; W. Klecan
    Publisher: American Society of Civil Engineers
    Abstract: The potential for hydraulic transients in the West Area Combined Sewer Overflow Tunnel System of the City of Atlanta was investigated by numerical modeling. Different design alternatives were evaluated to mitigate pressure ...
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    Closure to “Case Study: Numerical Evaluation of Hydraulic Transients in a Combined Sewer Overflow Tunnel System” by M. Politano, A. J. Odgaard, and W. Klecan 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): M. Politano; A. J. Odgaard; W. Klecan
    Publisher: American Society of Civil Engineers
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    3D Numerical Flow Model for Fish Diversion Studies at Wanapum Dam 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): E. A. Meselhe; A. J. Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: A numerical flow model is developed for evaluating different fish bypass systems at the Wanapum Dam on the Columbia River, Wash. The model solves the three-dimensional, Reynolds-averaged Navier-Stokes equations combined with the
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    Three-Dimensional Numerical Model of Lateral-Intake Inflows 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): V. S. Neary; F. Sotiropoulos; A. J. Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) numerical model for predicting steady, in the mean, turbulent flows through lateral intakes with rough walls is developed, validated, and employed in a parametric study. The method solves the ...
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    Numerical Modeling for Fish Diversion Studies 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): E. A. Meselhe; L. J. Weber; A. J. Odgaard; T. Johnson
    Publisher: American Society of Civil Engineers
    Abstract: A 3D numerical model, validated with data from field and laboratory measurements, is applied to simulate the flow in a 7-km-long reach of the Columbia River, upstream from Wanapum Dam, Wash. As a tool for analysis and ...
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