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    Nonlinear Control of Open-Channel Water Flow Based on Collocation Control Model

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author:
    Jean-François Dulhoste
    ,
    Didier Georges
    ,
    Gildas Besançon
    DOI: 10.1061/(ASCE)0733-9429(2004)130:3(254)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is devoted to the nonlinear control of open-channel water flow dynamics via a one-dimensional collocation control model for irrigation canals or dam-river systems. Open channel dynamics are based on the well-known Saint-Venant nonlinear partial differential equations. In order to obtain a finite-dimensional model an orthogonal collocation method is used, together with functional approximation of the solutions of Saint-Venant equations based on Lagrange polynomials. This method can give a more tractable model than those obtained from classical finite-difference or finite-element methods (from the viewpoint of both state dimension and structure), and is well suited for control purposes. In particular it is shown how such a model can be used to design a nonlinear controller by techniques of dynamic input–output linearization with the goal of controlling water levels along an open-channel reach. Controller performance and robustness are illustrated in simulations, with a simulated model for the canal chosen as more accurate than the one used for control design.
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      Nonlinear Control of Open-Channel Water Flow Based on Collocation Control Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/25698
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    contributor authorJean-François Dulhoste
    contributor authorDidier Georges
    contributor authorGildas Besançon
    date accessioned2017-05-08T20:44:47Z
    date available2017-05-08T20:44:47Z
    date copyrightMarch 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A3%28254%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25698
    description abstractThis paper is devoted to the nonlinear control of open-channel water flow dynamics via a one-dimensional collocation control model for irrigation canals or dam-river systems. Open channel dynamics are based on the well-known Saint-Venant nonlinear partial differential equations. In order to obtain a finite-dimensional model an orthogonal collocation method is used, together with functional approximation of the solutions of Saint-Venant equations based on Lagrange polynomials. This method can give a more tractable model than those obtained from classical finite-difference or finite-element methods (from the viewpoint of both state dimension and structure), and is well suited for control purposes. In particular it is shown how such a model can be used to design a nonlinear controller by techniques of dynamic input–output linearization with the goal of controlling water levels along an open-channel reach. Controller performance and robustness are illustrated in simulations, with a simulated model for the canal chosen as more accurate than the one used for control design.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Control of Open-Channel Water Flow Based on Collocation Control Model
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:3(254)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 003
    contenttypeFulltext
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