Chapter
Apr 26, 2012
Two-Dimensional Simulation of Hydrodynamic and Sediment Transport in a Gravel Bed Channel: The Salt River
Authors: Dong Chen [email protected], Yaoxin Zhang [email protected], Jennifer G. Duan [email protected], Mark Stone, and Kumud AcharyaAuthor Affiliations
Publication: World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat
Abstract
Flow hydraulics, sediment transport, and channel morphological changes of the Rio Salado, Salt River, Phoenix, Arizona were simulated using CCHE2D, a depth-averaged two-dimensional hydrodynamic and sediment transport model developed at the National Center for Computational Hydro-Science and Engineering at the University of Mississippi. The bed material was treated as multiple grain-sized sediment mixtures and simulated by a sediment transport module. Changes in bed elevation were calculated by solving the sediment mass conservation equation. The calculated results were compared with HEC-RAS results and field observation, which showed that the two-dimensional model was more applicable in simulating flood zone coverage, non-uniform sediment sorting and channel geomorphology changes.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Division of Hydrologic Sciences, Desert Research Institute, 755 E. Flamingo Road, Las Vegas, NV 89119. E-mail: [email protected]
National Center for Computational Hydroscience and Engineering, The University of Mississippi, Carrier Hall, Room 102, University, MS 38677. E-mail: [email protected]
Department of Civil Engineering and Engineering Mechanics, The University of Arizona, Tucson, AZ 85721-0072. E-mail: [email protected]
Mark Stone
Division of Hydrologic Sciences, Desert Research Institute, 755 E. Flamingo Road, Las Vegas, NV 89119
Kumud Acharya
Division of Hydrologic Sciences, Desert Research Institute, 755 E. Flamingo Road, Las Vegas, NV 89119
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