TECHNICAL PAPERS
Apr 1, 1990

Friction Factor of Armored River Beds

Publication: Journal of Hydraulic Engineering
Volume 116, Issue 4

Abstract

Friction factors of armored river beds at the discharge that forms the armor coat are investigated. The analysis shows that the friction factor is rather independent of grain‐size distribution of the material forming the bed and the maximum grain size of this material. The major controlling parameter is the slope of the energy grade line. These unexpected results are explained by the coupling of the friction factor with the incipient motion problem and the rearrangement of the grains of the coarsest fraction in the armor coat. The difference between rounded and angular material is discussed. Field data collected in irrigation canals support the results obtained from laboratory experiments.

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References

1.
Gessler, J. (1965). “Der Geschiebetriebbeginn bei Mischungen untersucht an natürlichen Abpflästerungserscheinungen in Kanälen.” Mitteilug No. 69, Versuchsanstalt für Wasserbau und Erdbau, Zürich, Switzerland.
2.
Gessler, J. (1976). “Stochastic aspects of incipient motion on river beds.” Stochastic approaches to water resources, H. W. Shen, ed., Fort Collins, Colo., 25/1–26.
3.
Keulegan, G. H. (1938). “Law of turbulent flow in open channels.” J. Res. of Nat. Bureau of Standards, 21(6), 707–741.
4.
Lane, E. W., and Carlson, E. J. (1953). “Some factors affecting the stability of canals constructed in coarse granular material.” Proc. 5th Congress, International Association for Hydraulic Research, 37–48.
5.
Little, W. C., and Mayer, P. G. (1976). “Stability of channel beds by armoring.” J. Hydr. Div., ASCE, 102(1), 1647–1662.
6.
Proffitt, G. T. (1980). “Selective transport and armouring of nonuniform alluvial sediments,” thesis presented to the University of Canterbury, Christchurch, New Zealand, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Vanoni, V. A., and Brooks, N. H. (1957). “Laboratory studies of the roughness and suspended load of alluvial streams.” Report No. E‐68, Sedimentation Lab., California Inst. of Tech., Pasadena, Calif.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 116Issue 4April 1990
Pages: 531 - 542

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Published online: Apr 1, 1990
Published in print: Apr 1990

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Johannes Gessler, Member, ASCE
Prof. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523

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