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    Canal‐Control Needs: Example

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    A. J. Clemmens
    ,
    G. Sloan
    ,
    J. Schuurmans
    DOI: 10.1061/(ASCE)0733-9437(1994)120:6(1067)
    Publisher: American Society of Civil Engineers
    Abstract: The operation of a new irrigation canal system in central Arizona is described. Water is relatively expensive, and thus farmers pressure the irrigation district to improve delivery service and keep water losses to a minimum. The system was designed and constructed to function with supervisory (remote‐manual) control, with the potential for automatic (remote‐computer) control. Experiences with hardware and software difficulties are described. While water control and delivery service are currently very good, further improvements through automation are possible. Real‐world operating conditions are described that are somewhat different from the assumptions made for the development of canal‐control algorithms. Field data collection and canal‐flow computer simulation were used to develop a test case for developers of automatic control algorithms. A set of canal‐control performance measures is suggested. For the conditions studied, upstream manual control performed better than a simple local downstream controller.
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      Canal‐Control Needs: Example

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/71456
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorA. J. Clemmens
    contributor authorG. Sloan
    contributor authorJ. Schuurmans
    date accessioned2017-05-08T22:06:22Z
    date available2017-05-08T22:06:22Z
    date copyrightNovember 1994
    date issued1994
    identifier other28216578.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71456
    description abstractThe operation of a new irrigation canal system in central Arizona is described. Water is relatively expensive, and thus farmers pressure the irrigation district to improve delivery service and keep water losses to a minimum. The system was designed and constructed to function with supervisory (remote‐manual) control, with the potential for automatic (remote‐computer) control. Experiences with hardware and software difficulties are described. While water control and delivery service are currently very good, further improvements through automation are possible. Real‐world operating conditions are described that are somewhat different from the assumptions made for the development of canal‐control algorithms. Field data collection and canal‐flow computer simulation were used to develop a test case for developers of automatic control algorithms. A set of canal‐control performance measures is suggested. For the conditions studied, upstream manual control performed better than a simple local downstream controller.
    publisherAmerican Society of Civil Engineers
    titleCanal‐Control Needs: Example
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:6(1067)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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