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dc.contributor.authorGiorgio Baiamonte
dc.contributor.authorSamuel Palermo
dc.date.accessioned2025-08-17T22:49:12Z
dc.date.available2025-08-17T22:49:12Z
dc.date.copyright6/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJIDEDH.IRENG-10437.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307497
dc.description.abstractIn recent years, significant effort has been made to derive simple analytical solutions for designing single laterals and rectangular drip irrigation units. In contrast, the trapezoidal shape often aligns with the natural subdivision of agricultural fields and serves as a foundational model from which rectangular and triangular forms are particular cases. Following a similar approach to previous works, this paper extends the analytical solutions derived for rectangular shapes to trapezoidal shapes, showing that the rectangular unit (RCT) is a particular case of the new solution. A comprehensive analysis of the performance of trapezoidal units was conducted using novel analytical solutions based on the pressure head tolerance concept. Two distinct types of trapezoidal units were studied based on the feed point: major base-fed (MJR) and minor base-fed (MNR). Interestingly, when the trapezoidal unit is fed from the MJR, the hydraulic performance of the drip irrigation system is more efficient compared to both RCT and MNR. This is because lower manifold inside diameters, inlet pressure heads, and coefficients of variation of pressure head distribution are obtained, so MJR is more highly recommended than RCT and MNR. Several applications showing the validity of the suggested procedure are performed and discussed.
dc.publisherAmerican Society of Civil Engineers
dc.titleDesigning Trapezoidal Drip Irrigation Units Laid on Flat Fields
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue3
dc.journal.titleJournal of Irrigation and Drainage Engineering
dc.identifier.doi10.1061/JIDEDH.IRENG-10437
dc.journal.fristpage04025009-1
dc.journal.lastpage04025009-13
dc.page13
dc.treeJournal of Irrigation and Drainage Engineering:;2025:;Volume ( 151 ):;issue: 003
dc.contenttypeFulltext


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