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    Stable Predictive Control of Open‐Channel Flow

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    J. Rodellar
    ,
    M. Gómez
    ,
    J. P. Martín Vide
    DOI: 10.1061/(ASCE)0733-9437(1989)115:4(701)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an algorithm for automatic control of open‐channel flow. The design of a control algorithm is essentially conditioned by two features of the open‐channel dynamics: (1) The time‐inverse propagation process is ill‐posed—thus arise problems to get stable control and assymptotical convergence of the output to the demanded setpoint; and (2) the complete description of the propagation process is mathematically complex, requiring the use of a couple of nonlinear hyperbolic partial differential equations and a posteriori linearization around the steady state. Instead of the complete equations, the control algorithm proposed in this paper uses a simplified model of the unsteady flow to describe the openchannel behavior. This model is used in conjunction with a predictive control strategy, resulting in a control algorithm with guaranteed stability and setpoint convergence as well as mathematical simplicity. Numerical examples illustrate the effectiveness of the control algorithm.
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      Stable Predictive Control of Open‐Channel Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27068
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    contributor authorJ. Rodellar
    contributor authorM. Gómez
    contributor authorJ. P. Martín Vide
    date accessioned2017-05-08T20:47:05Z
    date available2017-05-08T20:47:05Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9437%281989%29115%3A4%28701%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27068
    description abstractThis paper presents an algorithm for automatic control of open‐channel flow. The design of a control algorithm is essentially conditioned by two features of the open‐channel dynamics: (1) The time‐inverse propagation process is ill‐posed—thus arise problems to get stable control and assymptotical convergence of the output to the demanded setpoint; and (2) the complete description of the propagation process is mathematically complex, requiring the use of a couple of nonlinear hyperbolic partial differential equations and a posteriori linearization around the steady state. Instead of the complete equations, the control algorithm proposed in this paper uses a simplified model of the unsteady flow to describe the openchannel behavior. This model is used in conjunction with a predictive control strategy, resulting in a control algorithm with guaranteed stability and setpoint convergence as well as mathematical simplicity. Numerical examples illustrate the effectiveness of the control algorithm.
    publisherAmerican Society of Civil Engineers
    titleStable Predictive Control of Open‐Channel Flow
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1989)115:4(701)
    treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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