Furrow Flow Velocity Effect on Hydraulic Roughness
Publication: Journal of Irrigation and Drainage Engineering
Volume 118, Issue 6
Abstract
The hydraulic roughness of irrigation furrows is generally assumed to be uniform throughout a field. However, water flow, which varies along furrows, reduces roughness by breaking down soil aggregates and depositing sediments on the bed. A wide range of flow rates was applied with a recirculating infiltrometer to furrow sections constructed on a wide range of slopes to determine the effect of flow depth and velocity on hydraulic resistance. Although no depth effect was measured, final (steady-state) roughness varied inversely with average flow velocity. Since furrow flow velocity varies with flow rate and slope, roughness will also vary spatially with these factors. Since roughness affects wetted perimeter and thus infiltration and surface storage and, thus stream advance and recession, these interactions influence water distribution along irrigation furrows. Including this interaction in hydraulic models will improve their ability to describe the physical system.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Blair, A. W., and Trout, T. J. (1989). “Recirculating infiltrometer design guide.” Tech. Report #223. Center for Res. in Water Resour., Univ. of Texas, Austin, Tex., 1–21.
2.
Brown, M. J., Kemper, W. D., Trout, T. J., and Humphreys, A. S. (1988). “Sediment, erosion, and water intake in furrows.” Irrig. Sci., (9), 45–55.
3.
“Evaluation of furrow irrigation systems.” (1989). ASAE Standards. American Society of Agricultural Engineers, St. Joseph, Mich., 569–574.
4.
Heermann, D. F., Wenstrom, R. J., and Evans, N. A. (1969). “Prediction of resistance in furrows from soil roughness.” Trans. ASAE, 12(4), 482–485, 489.
5.
Kruse, E. G., Huntley, C. W., and Robinson, A. R. (1965). “Flow resistance in simulated irrigation borders and furrows.” Conservation Res. Report #3. USDA‐Agricultural Research Service, Washington, D.C.
6.
Sayre, W. W., and Albertson, M. L. (1961). “Roughness spacing in rigid open channels.” Proc. Hydr. Div., ASCE, 87(3), 121–150.
7.
Trout, T. J. (1990). “Surface seal influence on surge flow furrow infiltration.” Trans. ASAE, 33(5), 1583–1589.
8.
Trout, T. J. (1991). “Furrow geometric parameters.” J. Irrig. Drain. Engrg., ASCE, 117(5), 613–634.
9.
Trout, T. J. (1992). “Flow velocity and wetted perimeter effect on furrow infiltration.” Trans. ASAE, 35(3), 855–863.
Information & Authors
Information
Published In
Copyright
Copyright © 1992 ASCE.
History
Published online: Nov 1, 1992
Published in print: Nov 1992
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.