Discussion of “Transition between Two Bed-Load Transport Regimes: Saltation and Sheet-Flow” by P. Gao
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References
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Camenen, B., Bayram, A., and Larson, M. (2006). “Equivalent roughness height for plane bed under steady flow.” J. Hydraul. Eng., 132(11), 1146–1158.
Camenen, B., and Larson, M. (2005). “A bedload sediment transport formula for the nearshore.” Estuarine Coastal Shelf Sci., 63(1–2), 249–260.
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Recking, A., Frey, P., Paquier, A., Belleudy, P., and Champagne, J. (2008). “Bed-load transport flume experiments on steep slopes.” J. Hydraul. Eng., 134(9), 1302–1310.
Sumer, B., Kozakievicz, A., Fredsœ, J., and Deigaard, R. (1996). “Velocity and concentration profiles in the sheet-flow layer of movable bed.” J. Hydraul. Eng., 122(10), 549–558.
Vanoni, V., and Brooks, N. (1957). “Laboratory studies of the roughness and suspended load of alluvial streams.” Technical Rep., Sedimentation Lab., California Institute of Technology, Pasadena, Calif.
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Information
Published In
Journal of Hydraulic Engineering
Volume 136 • Issue 1 • January 2010
Pages: 74 - 75
Copyright
© 2010 ASCE.
History
Received: Mar 19, 2008
Accepted: May 19, 2008
Published online: Dec 15, 2009
Published in print: Jan 2010
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