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Apr 26, 2012
Sedimentation in Vegetated Rivers
Authors: Marcelo García and Fabián LópezAuthor Affiliations
Publication: Engineering Approaches to Ecosystem Restoration
Abstract
Dimensional analysis and numerical modeling are combined to obtain a simple expression for estimating the capacity of vegetated open channels to transport suspended sediment under equilibrium conditions. The numerical model consists of a two-equation closure scheme of the k-ε type, with parameters calibrated using laboratory observations in an open channel with simulated vegetation. A simple power-type expression is found to provide a very good collapse of all the experimental data involving the Rouse number, the relative submergence, the particle Reynolds number and the dimensionless plant density as independent variables.
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© 1998 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Marcelo García
Associate Professor, Dept. of Civil Engrg. University of Illinois at Urbana-Champaign, 250 N. Mathews, Urbana, IL 61801-2352
Fabián López
Researcher, Instituto Nacional del Agua y del Ambiente, Córdoba, Argentina
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.