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    Canal Control Algorithm Formulations

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    V. M. Ruiz-Carmona
    ,
    A. J. Clemmens
    ,
    J. Schuurmans
    DOI: 10.1061/(ASCE)0733-9437(1998)124:1(31)
    Publisher: American Society of Civil Engineers
    Abstract: Over the past two decades, numerous automatic control systems have been proposed for irrigation canal operation. Types of automatic control systems range from empirically based, for a one-canal pool, to multivariable multipool procedures, based on the minimization of quadratic performance criteria. Most control algorithms can be expressed in standard control theory terminology, from which properties and characteristics can be determined. The determination of the control action or control variable required to obtain some desired canal operation as a function of the design technique used is presented. The control laws associated with the different design techniques are shown in an RST polynomial form, where
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      Canal Control Algorithm Formulations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27840
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    contributor authorV. M. Ruiz-Carmona
    contributor authorA. J. Clemmens
    contributor authorJ. Schuurmans
    date accessioned2017-05-08T20:48:49Z
    date available2017-05-08T20:48:49Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9437%281998%29124%3A1%2831%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27840
    description abstractOver the past two decades, numerous automatic control systems have been proposed for irrigation canal operation. Types of automatic control systems range from empirically based, for a one-canal pool, to multivariable multipool procedures, based on the minimization of quadratic performance criteria. Most control algorithms can be expressed in standard control theory terminology, from which properties and characteristics can be determined. The determination of the control action or control variable required to obtain some desired canal operation as a function of the design technique used is presented. The control laws associated with the different design techniques are shown in an RST polynomial form, where
    publisherAmerican Society of Civil Engineers
    titleCanal Control Algorithm Formulations
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1998)124:1(31)
    treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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