Chapter
Mar 25, 2013
Chapter 9
Movement of Sediment Accumulations
Publication: Sediment Dynamics upon Dam Removal
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REFERENCES
Begin, Z. B., Meyer, D. F., and Schumm, S. A. (1980). “Knickpoint migration due to baselevel lowering.” J. Waterway Port Coastal and Ocean Div., ASCE, 106(3), 369–388.
Bountry, J., and Randle, T. (2001). Hydraulic and sediment transport analysis and modeling, Savage Rapids dam, sediment evaluation study, U.S. Department of the Interior, Bureau of Reclamation, Technical Service Center, Washington, D.C.
Cui, Y., Parker, G., Lisle, T. E., Gott, J., Hansler-Ball, M. E., Pizzuto, J. E., Allmendinger, N. E., and Reed, J. M. (2003). “Sediment pulses in mountain rivers: 1. Experiments.” Water Resources Res., 39(9), 1239.
Greimann, B. P. (2003). Hydrology, hydraulics, and sediment studies of alternatives for the Matilija Dam Ecosystem Restoration Project, Ventura, CA: Final report, U.S. Department of the Interior, Bureau of Reclamation, Technical Service Center, Washington, D.C.
Greimann, B. P., Huang, J., and Randle, T. (2006). “Movement of finite amplitude sediment accumulations.” ASCE J. Hydraulic Eng., 132(7), 731–736.
Jain, S. C. (1981). “River bed aggradation due to overloading.” J. Hydraulics Div., 107(1), 120–124.
Mobile Boundary Hydraulics (2001). “Dam removal studies with HEC-6T.” Sedimentation in stream networks (HEC-6T): Users manual, Chapter 18, Mobile Boundary Hydraulics PLLC, Clinton, Miss.
Soni, J. P., Garde, R. J., and Ranga Raju, K. G. (1980). “Aggradation in streams due to overloading.” ASCE J. Hydraulics Eng., 106(1), 117–132.
Stillwater Sciences. (2002). Dam Removal Express Assessment Model (DREAM-1 and DREAM-2), Stillwater Sciences, Seattle, Wash.
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Published online: Mar 25, 2013
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Blair Greimann
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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