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    Estimation of Global Irrigation Distribution Uniformity

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author:
    A. J. Clemmens
    ,
    K. H. Solomon
    DOI: 10.1061/(ASCE)0733-9437(1997)123:6(454)
    Publisher: American Society of Civil Engineers
    Abstract: For most irrigation systems, the most practical method for determining the global distribution uniformity (i.e., that experienced by the entire crop) is to measure the uniformity resulting from several components and combine them statistically. In this paper, procedures and equations are presented for determining global distribution uniformity from several components. Distribution uniformity is defined in terms of extreme values in the distribution, representing some fraction of the field area (e.g., low quarter). The equations and procedures provided herein apply regardless of the size of the area under consideration (e.g., low quarter, low half, etc.), and whether the low or high values are of concern. Procedures and equations for estimating the accuracy of these estimates are also provided.
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      Estimation of Global Irrigation Distribution Uniformity

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    contributor authorA. J. Clemmens
    contributor authorK. H. Solomon
    date accessioned2017-05-08T20:48:49Z
    date available2017-05-08T20:48:49Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%290733-9437%281997%29123%3A6%28454%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27833
    description abstractFor most irrigation systems, the most practical method for determining the global distribution uniformity (i.e., that experienced by the entire crop) is to measure the uniformity resulting from several components and combine them statistically. In this paper, procedures and equations are presented for determining global distribution uniformity from several components. Distribution uniformity is defined in terms of extreme values in the distribution, representing some fraction of the field area (e.g., low quarter). The equations and procedures provided herein apply regardless of the size of the area under consideration (e.g., low quarter, low half, etc.), and whether the low or high values are of concern. Procedures and equations for estimating the accuracy of these estimates are also provided.
    publisherAmerican Society of Civil Engineers
    titleEstimation of Global Irrigation Distribution Uniformity
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1997)123:6(454)
    treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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