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    Optimal Design for Automatic Control of On-Demand Canal Systems

    Source: Journal of Infrastructure Systems:;1997:;Volume ( 003 ):;issue: 002
    Author:
    Mario T. L. Barros
    ,
    Shu-li Yang
    ,
    Benedito P. F. Braga Jr.
    ,
    Yung-Hsin Sun
    ,
    William W-G. Yeh
    DOI: 10.1061/(ASCE)1076-0342(1997)3:2(59)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is developed for the design of an automatic gate controller for an on-demand canal system. The design is based on the EL-FLO plus RESET control concept developed previously by the U.S. Bureau of Reclamation. Two additional design parameters are included in this study to ensure a smooth upstream gate operation. The basic design parameters are optimized to achieve a stable flow condition in the entire canal system where multiple gates are operated to supply water to meet unexpected turnout demands along the canal. Due to the complexity involved in canal hydraulics, the optimization model is highly nonlinear. Decomposition allied with successive approximations is used for solution. The proposed design methodology, when applied to a section of the Caraibas Project in northeastern Brazil, showed that the proposed methodology is successful in minimizing hydraulic transients in a multipool canal system. A sensitivity analysis of the optimal design is conducted with respect to maximum demand level and the two new design parameters.
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      Optimal Design for Automatic Control of On-Demand Canal Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48038
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    • Journal of Infrastructure Systems

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    contributor authorMario T. L. Barros
    contributor authorShu-li Yang
    contributor authorBenedito P. F. Braga Jr.
    contributor authorYung-Hsin Sun
    contributor authorWilliam W-G. Yeh
    date accessioned2017-05-08T21:21:04Z
    date available2017-05-08T21:21:04Z
    date copyrightJune 1997
    date issued1997
    identifier other%28asce%291076-0342%281997%293%3A2%2859%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48038
    description abstractA methodology is developed for the design of an automatic gate controller for an on-demand canal system. The design is based on the EL-FLO plus RESET control concept developed previously by the U.S. Bureau of Reclamation. Two additional design parameters are included in this study to ensure a smooth upstream gate operation. The basic design parameters are optimized to achieve a stable flow condition in the entire canal system where multiple gates are operated to supply water to meet unexpected turnout demands along the canal. Due to the complexity involved in canal hydraulics, the optimization model is highly nonlinear. Decomposition allied with successive approximations is used for solution. The proposed design methodology, when applied to a section of the Caraibas Project in northeastern Brazil, showed that the proposed methodology is successful in minimizing hydraulic transients in a multipool canal system. A sensitivity analysis of the optimal design is conducted with respect to maximum demand level and the two new design parameters.
    publisherAmerican Society of Civil Engineers
    titleOptimal Design for Automatic Control of On-Demand Canal Systems
    typeJournal Paper
    journal volume3
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(1997)3:2(59)
    treeJournal of Infrastructure Systems:;1997:;Volume ( 003 ):;issue: 002
    contenttypeFulltext
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