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Modeling of Pollutant Transport in Compound open Channels

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dc.contributor.author Chatila, Jean G.
dc.contributor.author Townsend, Ron D.
dc.date.accessioned 2016-02-03T12:09:05Z
dc.date.available 2016-02-03T12:09:05Z
dc.date.copyright 1998
dc.date.issued 2016-02-03
dc.identifier.issn 0701-1784 en_US
dc.identifier.uri http://hdl.handle.net/10725/2995
dc.description.abstract In this paper we describe the development and validation of a 2-D finite-difference mathematical model for simulating inert pollutant transport in compound channels. In its formulation the model couples depth-averaged (depth-integrated) versions of the classical 3-D Navier-Stokes equations and the advection-diffusion equation with constant eddy-viscosity model. The numerical solution scheme is Platzman’s space-staggered scheme, and a double time step operation is employed in the analysis. The model is initially validated using laboratory data of continuous-injection dye tracer experiments performed in a large asymmetrical compound-shaped channel at the Hydraulics Laboratory, University of Ottawa. Comparison between predicted and observed dye concentration curves indicates generally good agreement in the overall shapes of the curves, as well as in the peak concentrations and the times to peak. en_US
dc.language.iso en en_US
dc.title Modeling of Pollutant Transport in Compound open Channels en_US
dc.type Article en_US
dc.description.version Published en_US
dc.author.school SOE en_US
dc.author.idnumber 199690300 en_US
dc.author.woa N/A en_US
dc.author.department Civil Engineering en_US
dc.description.embargo N/A en_US
dc.relation.journal Canadian Water Resources Journal en_US
dc.journal.volume 23 en_US
dc.journal.issue 3 en_US
dc.article.pages 259-271 en_US
dc.identifier.doi http://dx.doi.org/10.4296/cwrj2303259 en_US
dc.identifier.ctation Chatila, J. G., & Townsend, R. D. (1998). Modeling of pollutant transport in compound open channels. Canadian Water Resources Journal, 23(3), 259-271. en_US
dc.author.email jchatila@lau.edu.lb
dc.identifier.url http://www.tandfonline.com/doi/abs/10.4296/cwrj2303259


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