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May 18, 2016
2D and 3D Flow Modeling of the Sacramento River Fremont Weir Section
Authors: Yong G. Lai, David L. Smith, and Josh IsraelAuthor Affiliations
Publication: World Environmental and Water Resources Congress 2016
Abstract
Both 2D and 3D numerical modelling are carried out for flow hydraulics along the Fremont Weir section of the Sacramento River, California. The models predict flow features such as velocity, turbulence and flow acceleration, as well as the diverse hydraulic conditions present, which are inputs to the agent-based fish movement model to be carried out. Various model runs and comparisons are reported in order to shed light on: (a) difference of two different 2D models; (b) ability of 2D models in predicting velocity field in rivers with sharp bends; (c) difference between 2D and 3D models; (d) model performance in comparison with field data; and (e) the appropriateness of models under practical and complex river environment. The study provides additional 2D and 3D model verifications when applied to practical rivers; it also provides guidelines on how to use 2D and 3D models for river projects.
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© 2016 American Society of Civil Engineers.
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Published online: May 18, 2016
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Authors
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Yong G. Lai
Technical Service Center, U.S. Bureau of Reclamation, Denver, CO.
David L. Smith
US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, MS.
Josh Israel
Bay-Delta Office, U.S. Bureau of Reclamation, Sacramento, CA.
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