TECHNICAL NOTES
Nov 1, 1992

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.

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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.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 118Issue 6November 1992
Pages: 981 - 987

History

Published online: Nov 1, 1992
Published in print: Nov 1992

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Authors

Affiliations

Thomas J. Trout, Member, ASCE
Agric. Engr., U.S. Dept. of Agric.‐Agric. Res. Service, Soil and Water Mgmt. Res. Unit, 3793 N 3600 E, Kimberly, ID 83341

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