Chapter
Apr 26, 2012
Incorporating Sediment Mass Balance into a Meandering River Model
Authors: Jianchun Huang [email protected], Blair P. Greimann, and Timothy J. RandleAuthor Affiliations
Publication: World Environmental and Water Resources Congress 2008: Ahupua'A
Abstract
An updated computer model for meandering rivers has been developed using the Linearization Analyses of Johannesson and Parker (1989) and Sun et al. (2001a, b). The model simulates the bed topography, flow field, and bank erosion rate in a curved channel with an erodible bed. Sediment mass balance is preserved and to update the channel bed elevation, which is represented by a 2D cell with high elevation area, water surface elevation area, and low elevation area. The model is used to simulate a laboratory channel migration where the upstream channel migration is slowed down due to channel erosion and high bank height.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Channels (waterway)
- Computer models
- Engineering fundamentals
- Erosion
- Geology
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Meandering rivers and streams
- Models (by type)
- River and stream beds
- River engineering
- Rivers and streams
- Sediment
- Simulation models
- Two-dimensional models
- Water and water resources
- Waterways
Authors
Affiliations
Hydraulic Engineers, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver Federal Center Bldg. 67, Denver, CO 80225;. E-mail: [email protected]
Blair P. Greimann
Hydraulic Engineers, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver Federal Center Bldg. 67, Denver, CO 80225
Timothy J. Randle
Hydraulic Engineers, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver Federal Center Bldg. 67, Denver, CO 80225
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