Discussion of “An Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes”

The discussers would like to express sincere appreciation to the authors of the original paper, for conducting valuable research on paired drip laterals on slopes, with particular emphasis in identifying the best design solution.As part of their design procedure, the authors adopted the assumption-originally proposed by Keller and Bliesner (1990)-that the pressure head at the distal end of the downhill lateral (h d ) is equal to that at the uphill end (h u ).This assumption is referred to as Case A (Fig. 1).The objective of this discussion is twofold.First, it aims to present an alternative dimensionless approach in which all key design parameters (uphill and downhill emitters, N u and N d , their sum, N, slope, S 0 , emitter spacing, S, inside lateral diameter, D,

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Publication Details

Journal
Journal of Irrigation and Drainage Engineering
Published
2026-05-16
DOI
https://doi.org/10.1061/jidedh.ireng-10667
Primary Topic
Irrigation Practices and Water Management
Type
article
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article

Discussion of “An Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes”

Giorgio Baiamonte, Dario Autovino, Girolamo Vaccaro
Journal of Irrigation and Drainage Engineering
Irrigation Practices and Water Management
article

Discussion of “An Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes”

Giorgio Baiamonte, Dario Autovino, Girolamo Vaccaro
article en

Abstract

The discussers would like to express sincere appreciation to the authors of the original paper, for conducting valuable research on paired drip laterals on slopes, with particular emphasis in identifying the best design solution.As part of their design procedure, the authors adopted the assumption-originally proposed by Keller and Bliesner (1990)-that the pressure head at the distal end of the downhill lateral (h d ) is equal to that at the uphill end (h u ).This assumption is referred to as Case A (Fig. 1).The objective of this discussion is twofold.First, it aims to present an alternative dimensionless approach in which all key design parameters (uphill and downhill emitters, N u and N d , their sum, N, slope, S 0 , emitter spacing, S, inside lateral diameter, D,

Journal of Irrigation and Drainage EngineeringVol. 152(4)
University of Palermo (IT)
Climate action
Openalex Percentile: Top 6%
Irrigation Practices and Water Management
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