TECHNICAL PAPERS
Nov 1, 1984

Lateral Migration Rates of River Bends

Publication: Journal of Hydraulic Engineering
Volume 110, Issue 11

Abstract

Time sequential aerial photographs flown approximately 20–30 yr apart have been used to measure the lateral migration rates of 189 bends on 21 clay, sand and gravel rivers in Western Canada. Channel migration rates transformed to a reference bend curvature (r/w=2.5) are shown to be a simple function of stream power, outer‐bank height, and a coefficient of resistance to lateral migration Yb. This coefficient in turn is shown to be a function of the texture of the outer bank materials, with a complex form similar to that of the Hjulstrom or Shields sediment entrainment function. The task of specifying the channel migration rate appears to be essentially a sediment transport problem.

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References

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Hickin, E. J., and Nanson, G. C., “The Character of Channel Migration on the Beatton River, Northeast British Columbia, Canada,” Geological Society America Bulletin, Vol. 86, 1975, pp. 487–494.
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Leopold, L. B., and Wolman, M. G., “River Meanders,” Geological Society of America Bulletin, Vol. 71, 1960, pp. 769–794.
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Nanson, G. C., and Hickin, E. J., “Channel Migration and Incision on the Beatton River,” Journal Hydraulic Engineering, ASCE, Vol. 109, No. 3, Mar., 1983, pp. 327–337.
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Thorne, C. R., and Lewin, J., “Bank Processes, Bed Material Movement and Planform Development in a Meandering River,” Adjustments of the Fluvial System, D. D. Rhodes and G. P. Williams, eds., Kendal Hunt, Dubuque, Iowa, 1979, pp. 117–137.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 110Issue 11November 1984
Pages: 1557 - 1567

History

Published online: Nov 1, 1984
Published in print: Nov 1984

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Authors

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Edward J. Hickin
Assoc. Prof., Dept. of Geography, Simon Fraser Univ., Burnaby, British Columbia, Canada, V5A 1S6
Gerald C. Nanson
Sr. Lect., Dept. of Geography, Univ. of Wollongong, P.O. Box 1144, Wollongong, New South Wales, Australia, 2500

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