Design of Stable Alluvial Canals in a System
Publication: Journal of Irrigation and Drainage Engineering
Volume 111, Issue 1
Abstract
A graphical method for the design of stable alluvial canals connected in a distributary system is presented. Under a given plan for water distribution, this method may be used to determine the stable width, depth and slope of each canal in the system. It has the advantages of relative simplicity and handiness as a design tool. Because of the sediment problems in systems design, the geometries and slopes of all canals in the same system must be interrelated in order to maintain sediment equilibrium. Without the use of structural sediment controls, sediment equilibrium is maintained by designing canals with an equal sediment concentration. Under such a system design, the power expenditure per unit weight of water stays approximately the same throughout the system; and the channel slope is inversely proportional to the one‐sixth power of the discharge. Canals with greater discharges have higher velocities but flatter slopes.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Blench, T., Regime Behavior of Canals and Rivers, Butterworths Scientific Publications, London, England, 1957.
2.
Chang, H. H., “Geometry of Rivers in Regime,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY6, Proc. Paper 14640, June, 1979, pp. 691–706.
3.
Chang, H. H., “Stable Alluvial Canal Design,” Journal of the Hydraulics Division, ASCE, Vol. 106, No. HY5, Proc. Paper 15420, May, 1980, pp. 873–891.
4.
Gill, M. A., “Rationalization of Lacey's Regime Flow Equations,” Journal of the Hydraulics Division, ASCE, Vol. 94, No. HY4, Proc. Paper 6039, July, 1968, pp. 983–995.
5.
Haynie, R. B., and Simons, D. B., “Design of Stable Channels in Alluvial Materials,” Journal of the Hydraulics Division, ASCE, Vol. 94, No. HY6, Proc. Paper 6217, Nov., 1968, pp. 1399–1420.
6.
Inglis, C. C., “Meanders and Their Bearing on River Training,” The Instit. of Civil Engineers, Maritime and Waterways Engineers Div., London, U.K., 1947, pp. 3–54.
7.
Lacey, G., “Flow in Alluvial Channels with Sandy Mobile Beds,” Proceedings of the Institute of Civil Engineers, London, U.K., Vol. 9, 1958, pp. 145–164.
8.
Lane, E. W., “The Importance of Fluvial Geomorphology in Hydraulic Engineering,” Proceedings, ASCE, Vol. 81, Paper 745, 1955, pp. 1–17.
9.
Leopold, L. B., Wolman, M. G., and Miller, J. P., Pluvial Processes in Geomorphology, W. H. Freeman and Co., San Francisco, Calif., 1964.
10.
Punjab Irrigation Research Institute, “Report for the Year Ending April 1941,” Lahore, Punjab, Superintendent of Government Printing, 1943, 234 pp.
11.
Vanoni, V. A., “Sedimentation in Streams,” in Lecture Notes for Applied Sedimentation and River Engineering, H. H. Chang, ed., Coll. of Extended Studies, San Diego State Univ., San Diego, Calif., Jan., 12–15, 1982.
12.
Rammette, M., “A Theoretical Approach on Fluvial Processes,” International Symposium on River Sedimentation, Beijing, China, Apr., 1980.
13.
Simons, D. B., “Theory and Design of Stable Channels in Alluvial Material,” thesis presented to Colorado State University, at Ft. Collins, Colo., in 1957, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
14.
Simons, D. B., and Albertson, M. L., “Uniform Water Conveyance Channels in Alluvial Material,” Journal of the Hydraulics Division, ASCE, Vol. 86, No. HY5, Proc. Paper 2484, May, 1960, pp. 33–71.
15.
White, W. R., Bettess, R., and Paris, E., “Analytical Approach to River Regime,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY10, Proc. Paper 17399, Oct., 1982, pp. 1179–1193.
16.
Yang, C. T., and Molinas, A., “Sediment Transport and Unit Stream Power Function,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY6, Proc. Paper 17161, June, 1982, pp. 774–793.
Information & Authors
Information
Published In
Copyright
Copyright © 1985 ASCE.
History
Published online: Mar 1, 1985
Published in print: Mar 1985
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.