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    Large Scale Particle Image Velocimetry for Low Velocity and Shallow Water Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): E. A. Meselhe; T. Peeva; M. Muste
    Publisher: American Society of Civil Engineers
    Abstract: Large scale particle image velocimetry (LSPIV) is an extension of quantitative imaging techniques for measurements of water surface velocities using inexpensive standard video equipment. The present Technical Note describes ...
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    Invalidity of Preissmann Scheme for Transcritical Flow 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 007
    Author(s): E. A. Meselhe; F. M. Holly Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The Preissmann scheme, often referred to as the four-point scheme, is a bidiagonal implicit finite-difference method for solution of the de St. Venant equations. It is unconditionally stable and extremely robust, and thus ...
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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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    Numerical Simulation of Transcritical Flow in Open Channels 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): E. A. Meselhe; F. Sotiropoulos; F. M. Holly Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The term transcritical flow denotes the existence of both subcritical and supercritical flow regimes in an open-channel system. It is similar to transonic flow in gas dynamics. Transcritical flow is encountered in many ...
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    Sensitivity of Conceptual and Physically Based Hydrologic Models to Temporal and Spatial Rainfall Sampling 

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 007
    Author(s): E. A. Meselhe; E. H. Habib; O. C. Oche; S. Gautam
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the impact of temporal and spatial sampling of rainfall on runoff predictions using a physically based [System Hydrologique European (MIKE SHE)] and conceptual [hydrologic modeling system (HMS)] ...
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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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