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    Development and Evaluation of Canal Automation Algorithm CLIS

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author:
    Fubo Liu
    ,
    Jan Feyen
    ,
    Pierre-Olivier Malaterre
    ,
    Jean-Pierre Baume
    ,
    Pascal Kosuth
    DOI: 10.1061/(ASCE)0733-9437(1998)124:1(40)
    Publisher: American Society of Civil Engineers
    Abstract: A canal automation algorithm named CLIS has been further developed and evaluated using test cases set by the ASCE Task Committee on Canal Automation Algorithms. The control algorithm is based on an inverse solution method of the Saint Venant equations. It is designed for the automation of demand oriented systems, and is able to take into account both scheduled and unscheduled changes in offtake discharge. A target water level is maintained at the downstream end of each pool by measuring two water levels in each pool, one at its upstream end and the other at its downstream end. No flow rates need to be measured. According to the specifications of the ASCE task committee, it has been tested for a steep and a flat canal, under tuned and untuned conditions. The results indicate that the proposed control algorithm is rather effective and robust.
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      Development and Evaluation of Canal Automation Algorithm CLIS

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27843
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    contributor authorFubo Liu
    contributor authorJan Feyen
    contributor authorPierre-Olivier Malaterre
    contributor authorJean-Pierre Baume
    contributor authorPascal Kosuth
    date accessioned2017-05-08T20:48:50Z
    date available2017-05-08T20:48:50Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9437%281998%29124%3A1%2840%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27843
    description abstractA canal automation algorithm named CLIS has been further developed and evaluated using test cases set by the ASCE Task Committee on Canal Automation Algorithms. The control algorithm is based on an inverse solution method of the Saint Venant equations. It is designed for the automation of demand oriented systems, and is able to take into account both scheduled and unscheduled changes in offtake discharge. A target water level is maintained at the downstream end of each pool by measuring two water levels in each pool, one at its upstream end and the other at its downstream end. No flow rates need to be measured. According to the specifications of the ASCE task committee, it has been tested for a steep and a flat canal, under tuned and untuned conditions. The results indicate that the proposed control algorithm is rather effective and robust.
    publisherAmerican Society of Civil Engineers
    titleDevelopment and Evaluation of Canal Automation Algorithm CLIS
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1998)124:1(40)
    treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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