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    Analytical Model for Furrow Irrigation

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Fang X. Yu
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)0733-9437(1990)116:2(154)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model is developed to simulate all phases of furrow irrigation. The model transforms any real furrow cross section shape to a discharge‐equivalent semicircular shape, and can therefore be applied to any form of furrow cross section. Parabolic shapes are used to describe the surface and subsurface flow profiles and their coefficients are determined from the conditions in the gradually varied flow region, rather than in the region of rapidly varied flow at the advance front. Infiltration is simulated in three dimensions rather than in one or two dimensions. The recession phases are simulated by modifying Strelkoff's model such that the time‐varying rate of infiltration is taken into account. One observed data set is used to calibrate the model, and six observed data sets are used to verify it. The model is simple, accurate (less than 8% deviation for all phases), and easy to apply.
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      Analytical Model for Furrow Irrigation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27135
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorFang X. Yu
    contributor authorVijay P. Singh
    date accessioned2017-05-08T20:47:12Z
    date available2017-05-08T20:47:12Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-9437%281990%29116%3A2%28154%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27135
    description abstractAn analytical model is developed to simulate all phases of furrow irrigation. The model transforms any real furrow cross section shape to a discharge‐equivalent semicircular shape, and can therefore be applied to any form of furrow cross section. Parabolic shapes are used to describe the surface and subsurface flow profiles and their coefficients are determined from the conditions in the gradually varied flow region, rather than in the region of rapidly varied flow at the advance front. Infiltration is simulated in three dimensions rather than in one or two dimensions. The recession phases are simulated by modifying Strelkoff's model such that the time‐varying rate of infiltration is taken into account. One observed data set is used to calibrate the model, and six observed data sets are used to verify it. The model is simple, accurate (less than 8% deviation for all phases), and easy to apply.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Model for Furrow Irrigation
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1990)116:2(154)
    treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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