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    Numerical Solution of Fully Developed Flow with Vegetative Resistance 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 005
    Author(s): V. S. Neary
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical solution of the Reynolds averaged Navier-Stokes and the near-wall
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    Hydrologic Modeling with NEXRAD Precipitation in Middle Tennessee 

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author(s): V. S. Neary; E. Habib; M. Fleming
    Publisher: American Society of Civil Engineers
    Abstract: The use of radar-based precipitation is investigated for possible improvement of spatially lumped continuous hydrologic modeling in two subbasins of the Cumberland River basin in Middle Tennessee. Hydrologic predictions ...
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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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    Case Study: Sediment Transport in Proposed Geomorphic Channel for Napa River 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): V. S. Neary; S. A. Wright; P. Bereciartua
    Publisher: American Society of Civil Engineers
    Abstract: A model study evaluates sediment transport in a geomorphic channel proposed for restoration and flood damage reduction of an 11-km tidally influenced reach of the Napa River located in California. The model study employs ...
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    Effects of Vegetation on Turbulence, Sediment Transport, and Stream Morphology 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 009
    Author(s): V. S. Neary; S. G. Constantinescu; S. J. Bennett; P. Diplas
    Publisher: American Society of Civil Engineers
    Abstract: Vegetation as multiple stems in various configurations or an isolated stem profoundly alters turbulent flows. Past research has shown that these alterations influence sediment transport and stream morphology, but entail ...
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