Discussions and Closure: Sand-Dune Geometry of Large Rivers during Floods
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Amsler, M. L., and Schreider, M. I. (1992). “Hydraulic features of the superposition of bed forms in the Paraná River.” Proc., XV Latin Am. Congr. of Hydr., IAHR, Cartagena, Colombia, Vol. 3, 39–48 (in Spanish).
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Engelund, F., and Fredsoe, J. (1974). “Transition from dunes to plane bed in alluvial channels.” Rep. Inst. of Hydrodyn. and Hydr. Engrg., Ser. Paper N:4, Tech. Univ. of Denmark, Lyngby, Denmark.
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Lelievre, J., and Navntoft, E. (1980). “Measuring sediment load in the Paraná River.” Water Power and Dam Constr., (April), 21–24.
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Stückrath, F. (1969). “Die Bewegung von Grossriffleln an de Sohle des Río Paraná.” Mitteilungen Franzius Institute, Heft 32, Hannover, West Germany (in German).
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Bobey, N. (1965). “A field study of bed activity in the Lower Red Deer River,” MS thesis, Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Canada.
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Carey, W. C., and Keller, M. D. (1957). “Systematic changes in the beds of alluvial rivers.” J. Hydr. Div., ASCE, 83(4), 1331-1–1331-24.
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Neill, C. R. (1965). “Measurements of bridge scour and bed changes in a flooding sand-bed river.” Proc., Inst. of Civ. Engrs., Inst. of Civ. Engrs., London, England, 30, 415–436.
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Neill, C. R. (1969). “Bed forms in the lower Red Deer River, Alberta.” J. Hydro., Amsterdam, The Netherlands, 7, 58–85.
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Yalin, M. S. (1964). “Geometrical properties of sand waves.” J. Hydr. Div., ASCE, 90(3), 343–374.
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Published In
Journal of Hydraulic Engineering
Volume 123 • Issue 6 • June 1997
Pages: 582 - 585
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published in print: Jun 1997
Published online: Sep 19, 2014
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