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    Design Emission Uniformity of Horizontal Tapered Drip Laterals from the Normalized Pressure Head Distribution Approach

    Source: Journal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 004::page 04024010-1
    Author:
    Giorgio Baiamonte
    ,
    Samuel Palermo
    ,
    S. Hossein Sadeghi
    ,
    R. Troy Peters
    DOI: 10.1061/JIDEDH.IRENG-10300
    Publisher: American Society of Civil Engineers
    Abstract: A new analytical solution is developed to calculate the hydraulic emission uniformity (EUh) of horizontal tapered drip laterals. Our methodology builds upon normalizing the pressure head profiles along each segment of the lateral. Results indicated that the EUh remains fairly consistent regardless of the total lateral length if a fixed pressure head tolerance (δ) is assigned in the design process. Instead, the EUh is primarily influenced by the number of emitters on each segment, their diameter ratio, and the emitter exponent x. Employing tapered laterals for any given values of δ and x enhances energy conservation compared to using single diameter laterals. However, it may lead to a reduction in the EUh, particularly when the number of emitters in the smaller diameter segment is low relative to the total number of outlets. It was concluded that the coefficient of variation in emitter pressure heads CV and EUh exhibit a nonlinear behavior in the case of tapered laterals, whereas it has been previously established as linear for single diameter laterals. Interestingly, when applying the newly formulated relationships for EUh and CV while keeping the same diameter for both segments, the results align with those previously obtained for single diameter laterals. Validation of the proposed EUh model against the precise stepwise solution revealed a maximum absolute relative error of ≈1%. When excluding the fully laminar flow condition (x=1), relative errors typically remained below 0.5%. The proposed model could serve as a foundational framework for designing tapered laterals to achieve a targeted uniformity level in future studies.
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      Design Emission Uniformity of Horizontal Tapered Drip Laterals from the Normalized Pressure Head Distribution Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299084
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorGiorgio Baiamonte
    contributor authorSamuel Palermo
    contributor authorS. Hossein Sadeghi
    contributor authorR. Troy Peters
    date accessioned2024-12-24T10:31:35Z
    date available2024-12-24T10:31:35Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJIDEDH.IRENG-10300.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299084
    description abstractA new analytical solution is developed to calculate the hydraulic emission uniformity (EUh) of horizontal tapered drip laterals. Our methodology builds upon normalizing the pressure head profiles along each segment of the lateral. Results indicated that the EUh remains fairly consistent regardless of the total lateral length if a fixed pressure head tolerance (δ) is assigned in the design process. Instead, the EUh is primarily influenced by the number of emitters on each segment, their diameter ratio, and the emitter exponent x. Employing tapered laterals for any given values of δ and x enhances energy conservation compared to using single diameter laterals. However, it may lead to a reduction in the EUh, particularly when the number of emitters in the smaller diameter segment is low relative to the total number of outlets. It was concluded that the coefficient of variation in emitter pressure heads CV and EUh exhibit a nonlinear behavior in the case of tapered laterals, whereas it has been previously established as linear for single diameter laterals. Interestingly, when applying the newly formulated relationships for EUh and CV while keeping the same diameter for both segments, the results align with those previously obtained for single diameter laterals. Validation of the proposed EUh model against the precise stepwise solution revealed a maximum absolute relative error of ≈1%. When excluding the fully laminar flow condition (x=1), relative errors typically remained below 0.5%. The proposed model could serve as a foundational framework for designing tapered laterals to achieve a targeted uniformity level in future studies.
    publisherAmerican Society of Civil Engineers
    titleDesign Emission Uniformity of Horizontal Tapered Drip Laterals from the Normalized Pressure Head Distribution Approach
    typeJournal Article
    journal volume150
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/JIDEDH.IRENG-10300
    journal fristpage04024010-1
    journal lastpage04024010-12
    page12
    treeJournal of Irrigation and Drainage Engineering:;2024:;Volume ( 150 ):;issue: 004
    contenttypeFulltext
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