Chapter
Apr 26, 2012
Modeling Watershed and Riverine Sediment Processes with HEC-HMS and HEC-RAS
Authors: S. A. Gibson, Ph.D. [email protected], J. H. Pak, Ph.D., and M. J. FlemingAuthor Affiliations
Publication: Watershed Management 2010: Innovations in Watershed Management under Land Use and Climate Change
Abstract
Sediment yield and transport capabilities have recently been added the Hydrologic Engineering Center's (HEC) Hydrologic Modeling System (HEC-HMS) and River Analysis System (HEC-RAS). HEC-HMS computes watershed sediment yield using the Modified Universal Soil Loss Equation (MUSLE) and includes several empirical assumptions that translate a total event load into a sediment time-series by grain class. Multiple methods for modeling sediment transport and erosion/deposition within the channel are available as well. HEC-HMS sediment output can provide sediment load boundary conditions for more detailed, mobile boundary, open channel, sediment routing simulations using the sediment transport module in HEC-RAS. This paper will cover the approaches and methodologies used in these sediment models and focus on the features and assumptions included to facilitate integrated watershed-riverine modeling with both programs.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Affiliations
Research Hydraulic Engineer, Hydrologic Engineering Center, 609 Second Street, Davis, CA 95616.E-mail: [email protected]
J. H. Pak, Ph.D.
P.E.
Chief, Geotechnical Section, U.S. Army Corps of Engineers, Far East District.
M. J. Fleming
Research Hydraulic Engineer, Hydrologic Engineering Center, 609 Second Street, Davis, CA 95616.
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