Nonlinear control of open-channel water flow based on collocation control model

被引:42
作者
Dulhoste, JF [1 ]
Georges, D
Besançon, G
机构
[1] Univ Los Andes, Escuela Ingn Mecan, Dept Ciencias Term, Merida, Venezuela
[2] Inst Natl Polytech Grenoble, CNRS, Lab Automat Grenoble, F-38402 St Martin Dheres, France
关键词
open-channel flow; control systems; canals; river systems; water distribution; hydraulic models;
D O I
10.1061/(ASCE)0733-9429(2004)130:3(254)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:254 / 266
页数:13
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