TECHNICAL PAPERS
Nov 1, 1995

Hydrograph Shape and Border Irrigation Efficiency

Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 6

Abstract

Sloping borders with free outflow were studied to determine the effect of inflow hydrograph shape on maximum application efficiency. A zero-inertia model describing the movement of water along the border run with infiltration was used to predict the maximum application efficiency for five inflow hydrograph shapes. The irrigation parameters considered were four infiltration families, three slopes, three roughness coefficients, two field lengths, and three volumes. The maximum application efficiencies averaged over all combinations of the irrigation parameters for the five hydrographs were as follows: constant, 68%; cutback, 77%; cablegation, 59%; modified cutback, 80%; and modified cablegation, 78%. Efficiencies for each hydrograph shape ranged from zero to 92%, with the low values occurring for high infiltration rates and roughness, small slopes, long fields, and low volumes of application. The infiltration family and its cross products with the other irrigation parameters were the most important variables affecting the maximum application efficiency for the five inflow hydrograph shapes.

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References

1.
Alazba, A. A. (1994). “Efficiency of irrigation borders as affected by inflow hydrograph shape.” PhD dissertation, University of Arizona, Tucson, Ariz.
2.
James, L. G. (1988). Principles of farm irrigation system design . John Wiley & Sons, Inc., New York, N.Y.
3.
Kostiakov, A. N. (1932). “On the dynamics of the coefficient of water percolation in soils and the necessity for studying it from a dynamic point of view for purposes of amelioration.”Trans., Sixth Congr. Int. Soc. of Soil Sci., Vienna, Austria, Russian part A, 17–21.
4.
National engineering handbook. (1974). “Chapter 4, Sec. 15: border irrigation.” U.S. Soil Conservation Service (SCS), Washington, D.C.
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Strelkoff, T., and Katopodes, N. D.(1977). “Border irrigation hydraulics with zero inertia.”J. Irrig. and Drain. Div., ASCE, 103(3), 325–342.
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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 6November 1995
Pages: 452 - 457

History

Published online: Nov 1, 1995
Published in print: Nov 1995

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Authors

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A. A. Alazba, Associate Member, ASCE
Asst. Prof., Dept. of Agric. Engrg., King Saud Univ., Riyadh, Saudi Arabia, 11451.
D. D. Fangmeier
Prof., Dept. of Agric. and Biosystems Engrg., Univ. of Arizona, Tucson, AZ 85721.

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