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Apr 26, 2012
Two-Dimensional Hydrodynamic and Sediment Transport Modeling of the Lower Willamette River, Oregon
Authors: Henry H. Hu [email protected], Raymond Walton [email protected], Eugene C. Revelas [email protected], and John M. Hamrick [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2007: Restoring Our Natural Habitat
Abstract
The 26.5-mile Lower Willamette River (LWR) in Oregon, extending from the Willamette Falls to the Columbia River, is a dynamic system. Modeling the hydrodynamics and sediment transport is an important element of an ongoing remedial investigation/feasibility study. (RI/FS) in the portion of the LWR, referred to as the Portland Harbor Superfund site. This paper describes a phased approach to develop a comprehensive hydrodynamic and sediment transport model to assess sediment stability/erodibility in Portland Harbor. Model setup, calibration, and validation are presented. The paper also discusses how well the model results meet the objectives of the Phase 1 modeling effort and how the model performance can be further improved.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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WEST Consultants, Inc., 12509 Bel-Red Road, Suite 100, Bellevue, WA 98005;. E-mail: [email protected]
M.ASCE
WEST Consultants, Inc., 12509 Bel-Red Road, Suite 100, Bellevue, WA 98005;. E-mail: [email protected]
Integral Consulting, Inc., 1205 West Bay Drive NW, Olympia, WA 98052. E-mail: [email protected]
Tetra Tech, Inc., 10306 Eaton PL, Suite 340, Fairfax, VA 22030. E-mail: [email protected]
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