TECHNICAL NOTES
Mar 1, 1990

Armor or Pavement

Publication: Journal of Hydraulic Engineering
Volume 116, Issue 3

Abstract

The necessary condition for, and the process of, evolution of a coarse layer over finer sediment underneath are presented. Flow regions for pavement and armor formation are identified. A new definition for armor and pavement is proposed. The relevation of the two flow regions contributes towards an improved understanding of the distinction between armor and pavement. With increasing shear velocity, the surface layer coarsens in the armor region and becomes smoother in the pavement region. The eroded material (EM) in the armor region becomes coarser with increasing shear velocity but remains finer than the parent-bed material (PBM). In the pavement evolution region, the EM is finer than PBM; and in the equilibrium pavement region, the composition of EM is identical to that of the PBM. The available experimental data are in agreement with the proposed hypothesis of evolution of the coarse surface layer.

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References

1.
Chin, C. O. (1985). “Stream bed armoring.” Report No. 403, Dept. of Civ. Engrg., Univ. of Auckland, Auckland, New Zealand.
2.
Gessler, J. (1967). “The beginning of bed‐load movement of mixture investigated as natural armoring in channels.” Report No. T‐5, W. M. Keck Lab. of Hydraulics and Water Res., California Inst. of Tech., Pasadena, Calif.
3.
Little, W. C, and Mayer, P. G. (1972). “The role of sediment gradation on channel armoring.” Publication No. ERC‐0672, School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga.
4.
Mosconi, C. E. (1988). “River‐bed variations and evolution of armor layers,” thesis presented to the University of Iowa, at Iowa City, Iowa, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Profitt, G. T. (1980). “Selective transport and armoring of non‐uniform alluvial sediments.” Research Report, Dept. of Civ. Engrg., Univ. of Canterbury, New Zealand.
6.
Parker, G., Klingeman, P. C., and McLean, D. G. (1982a). “Bedload and size distribution in paved gravel‐bed streams.” J. Hydr. Div., ASCE, 108(4), 544–571.
7.
Parker, G., Dhamotharan, S., and Stefan, H. (1982b). “Model experiments on mobile, paved gravel bed streams.” Water Resour. Res., 18(5), 1395–1408.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 116Issue 3March 1990
Pages: 436 - 440

History

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

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Authors

Affiliations

Subhash C. Jain, Member, ASCE
Prof., Dept. of Div. and Envir. Engrg., and Res. Engr., Iowa Inst. of Hydr. Res., The Univ. of Iowa, Iowa City, IA 52242‐1585

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