Nonlinear Observer-Based Feedback for Open-Channel Level Control |
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Authors: | Gildas Besan?on Jean-Fran?ois Dulhoste Didier Georges |
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Affiliation: | 1Département d’Automatique (Former Laboratoire d’Automatique de Grenoble), GIPSA-lab, BP 46, 38402 Saint Martin d’Hères cedex, France. E-mail: Gildas.Besancon@inpg.fr 2Departamento de Ciencias Térmicas. Escuela de Ingeniería Mecánica. Facultad de Ingeniería. Núcleo la Hechicera. Universidad de Los Andes. 5101 Mérida Venezuela. E-mail: djean@ula.ve 3Département d’Automatique (Former Laboratoire d’Automatique de Grenoble), GIPSA-lab, BP 46, 38402 Saint Martin d’Hères cedex, France. E-mail: Didier.Georges@inpg.fr
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Abstract: | This paper is devoted to nonlinear observer and controller design for water level control of open-channel flow in irrigation canals or dam-river systems. A finite-dimensional model, previously developed by orthogonal collocation methods, based on Saint Venant equations and used for control design, is now further used for online flow rate and water infiltration estimation. This is done by a so-called state observer. In particular, the estimates obtained in this way can successfully be used in a controller previously proposed, resulting in a water level control law using only two level measurements along the canal (instead of the four measurements previously needed). The study is restricted to the case of a rectangular wetted section and subcritical flow. The results have been validated by simulations, on an implicit finite difference simulator based on a Preissmann scheme for various scenarios. |
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Keywords: | Open channel flow Shallow water Water levels Control systems Approximation methods |
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