Chapter
May 18, 2017
New One-Dimensional Sediment Features in HEC-RAS 5.0 and 5.1
Authors: S. Gibson, Ph.D. [email protected], A. Sánchez, Ph.D., S. Piper, and G. BrunnerAuthor Affiliations
Publication: World Environmental and Water Resources Congress 2017
Abstract
The current version (5.0) of the Hydrologic Engineering Center’s River Analysis System (HEC-RAS) and the imminent version (5.1) include an array of new sediment transport capabilities. Previous HEC-RAS versions were limited to quasi-unsteady flow and vertical bed change. HEC-RAS 5.0 and later versions eliminate each of these limitations, including unsteady flow capabilities, lateral cross section change with the USDA-ARS bank stability and toe erosion model (BSTEM), and several other features that expand the model’s applicability. Coupling sediment transport with the HEC-RAS unsteady flow capabilities also leverages unsteady capabilities for sediment analysis, including mixed flow regimes, lateral and inline structures, and operational rules. Additionally, recent versions of HEC-RAS include new bed change algorithms, cohesive transport approaches, armoring methods, and an array of new output options. This paper will highlight the new one-dimensional (1D) sediment capabilities in recent versions of HEC-RAS.
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© 2017 American Society of Civil Engineers.
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Published online: May 18, 2017
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Authors
Affiliations
Hydrologic Engineering Center, Institute for Water Resources, U.S. Army Corps of Engineers, 609 2nd St., Davis, CA 95616. E-mail: [email protected]
A. Sánchez, Ph.D.
Hydrologic Engineering Center, Institute for Water Resources, U.S. Army Corps of Engineers, 609 2nd St., Davis, CA 95616.
S. Piper
Resource Management Associates (RMA), 4171 Suisun Valley Rd., Suite J, Fairfield, CA 94534.
G. Brunner
P.E., D.WRE
Hydrologic Engineering Center, Institute for Water Resources, U.S. Army Corps of Engineers, 609 2nd St., Davis, CA 95616.
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