TECHNICAL PAPERS
Sep 1, 1995

Characterization of Rainfall under Center Pivot: Influence of Measuring Procedure

Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 5

Abstract

A simulation model of rainfall under center pivots was used to elevate center-pivot testing procedures. The model calculates rainfall parameters such as weighted mean and uniformity coefficient for various scenarios including the case of a voluntarily disrupted machine. Observed variations in rainfall parameters suggested modifications to standard procedures in order to improve accuracy. Those modifications include staggering rain-gauge position on the two radii of measure and a uniformity coefficient derived from a coefficient of variation calculated on weighted values, theoretically more sensitive than existing approaches. Such a procedure has been proposed as an improvement over the draft international standard ISO/TC23/SC18/DIS 11545, “Agricultural Irrigation Equipment—CentrePivot and Moving Lateral Irrigation Machines Equipped with Sprayer or Sprinkler Nozzles—Determination of Uniformity of Water Distribution.”

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References

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3.
Duke, H. R., Heermann, D. F., and Dawson, L. J. (1991). “Selection of appropriate applied depth from centre pivots.”ASAE Paper No. SW91-2052, Am. Soc. of Agric. Engrs., St. Joseph, Mich.
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Heermann, D. F., and Swedensky, D. L. (1984). “Simulation analysis of centre pivot sprinkler uniformity.”ASAE Paper No. 84-2582, Am. Soc. of Agric. Engrs., St. Joseph, Mich.
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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 5September 1995
Pages: 347 - 353

History

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

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Authors

Affiliations

Bernard Bremond
Directeur de Recherches, CEMAGREF, Groupement de Bordeaux, Division Ouvrages et Réseaux Hydrauliques, Cestas, France.
Bruno Molle
Ingénieur, CEMAGREF, Groupement de Bordeaux, Division Ouvrages et Réseaux Hydrauliques, Cestas, France.

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