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.
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Copyright
Copyright © 1990 ASCE.
History
Published online: Mar 1, 1990
Published in print: Mar 1990
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.