2012
DOI: 10.1590/s0100-69162012000300005
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Setting efficiency indicators for center pivots

Abstract: ABSTRACT:In this study, it was discussed the efficiency criteria in each of the elements that compose a central pivot, and this analysis was applied to two sets of systems located in regions of Cruz Alta and Santo Augusto, state of Rio Grande do Sul, Brazil. The methodology used combines water and energy assessment through an indicator called Normalized Specific Consumption in Irrigation (C ENI ), allowing thus a comparison between equipment and projects. The C ENI in Cruz Alta region showed 72% of the equipme… Show more

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Cited by 1 publication
(3 citation statements)
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“…The average values of Es it was considerate statistically equal for the angular positions in uphill and downhill. This observation differs fro m that made by Schons et al (2012) where these authors relate values of Es only in function of the topography. Thus, the Es values may be more related to other factors, and according to Luc et al (2006) who analyzed a group of 115 pump ing units with a capacity greater than 80 m³.h -1 , and found that there is a linear relat ion with determination index (R²) equal to 0.98 of the Es values with the TDH values.…”
Section: Energy Indicators X Topography Of the Terrai Ncontrasting
confidence: 90%
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“…The average values of Es it was considerate statistically equal for the angular positions in uphill and downhill. This observation differs fro m that made by Schons et al (2012) where these authors relate values of Es only in function of the topography. Thus, the Es values may be more related to other factors, and according to Luc et al (2006) who analyzed a group of 115 pump ing units with a capacity greater than 80 m³.h -1 , and found that there is a linear relat ion with determination index (R²) equal to 0.98 of the Es values with the TDH values.…”
Section: Energy Indicators X Topography Of the Terrai Ncontrasting
confidence: 90%
“…Co mparing the positions of the lateral line in area irrigated by center pivot, we can see higher values of Es for areas of higher elevation in the last tower (maximu m value equal 0.43 kWh m -3 for the 336° position) and smaller Es values for lower altitude area (0.416 kWh m -3 referring to the 96° position). Schons et al (2012) find an estimated value of 0.41 kWh m -3 for a center pivot in the state of Rio Grande do Sul. These authors also report that Es can be used to compare projects within the same irrigation system, and to evaluate the efficiency and depreciation of equip ment.…”
Section: Specific Consumpti On (Es)mentioning
confidence: 87%
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