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dc.contributor.authorJoão Audifax Cézar de Albuquerque Filho
dc.contributor.authorCeres Duarte Guedes Cabral de Almeida
dc.contributor.authorManassés Mesquita da Silva
dc.contributor.authorJosé Antonio Frizzone
dc.contributor.authorJosé Amilton dos Santos Júnior
dc.contributor.authorAlexsandro Oliveira da Silva
dc.date.accessioned2025-08-17T22:49:24Z
dc.date.available2025-08-17T22:49:24Z
dc.date.copyright8/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJIDEDH.IRENG-10483.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307504
dc.description.abstractIn localized irrigation systems, paired lateral lines are characterized by the dimensioning of two lateral lines installed in the opposite direction along the same manifold line. In this study, an alternative, simple, and easily adaptable analytical approach was developed for paired microirrigation lateral lines, which was designed for uniformly sloped ground (0<|slopes|/|total  head  loss|<1) based on the principle that the final pressures at the ends of the uphill and downhill lateral lines are equal. Analytical expressions for the number of emitters in a single lateral line and the best submain position were developed for single and mixed commercial diameter alternatives, using the energy gradient line method. A comparative test was carried out with three other models, on the principle that the minimum pressures or average pressures of the paired laterals are equal. The proposed procedure was found to better than the more complex numerical techniques, and it was possible to evaluate the laterals’ uphill and downhill performance based on the ratio of coefficients that describe the water distribution suitability, for six levels of variation in the emitter flow. The proposed methodology provided the best design for the paired lines, with the smallest difference in performance between the uphill and downhill laterals, as indicated by the ratio between the coefficients of uniformity of water distribution.
dc.publisherAmerican Society of Civil Engineers
dc.titleAn Alternative Analytical Approach to Designing Paired Lateral Lines for Microirrigation on Slopes
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/JIDEDH.IRENG-10483
dc.journal.fristpage04025013-1
dc.journal.lastpage04025013-13
dc.page13
dc.treeJournal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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