A nonlinear backstepping like controller for a three-point collocation model of water flow dynamics

G. Besançon, Jean-François Dulhoste, D. Georges
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引用次数: 11

Abstract

This paper deals with the nonlinear control of irrigation canals or dam-river systems. Open-channel dynamics are based on the well-known Saint-Venant nonlinear partial differential equations. Here, the finite-dimensional model we (2001) previously developed, which is based on a collocation Galerkin method together with the functional approximation by Lagrange polynomials, is used as a basic model for the control. In our previous paper we showed how such a model is much more tractable than those obtained from classical finite-difference or finite-element methods (from the viewpoint of both state dimension and structure) and well suited for control purposes. In this paper we show how this model can be used to design a nonlinear controller using the backstepping technique for controlling the water levels along an open-channel reach, and present some simulations of the system using the obtained controller.
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水流动力学三点配置模型的非线性类反步控制器
本文研究灌渠或坝河系统的非线性控制问题。明渠动力学基于著名的圣维南非线性偏微分方程。在这里,我们(2001)先前开发的基于搭配伽辽金方法和拉格朗日多项式的泛函近似的有限维模型被用作控制的基本模型。在我们之前的论文中,我们展示了这样的模型如何比从经典的有限差分或有限元方法(从状态维度和结构的角度)获得的模型更易于处理,并且非常适合于控制目的。在本文中,我们展示了如何使用该模型设计一个非线性控制器,使用反演技术来控制明渠河段的水位,并使用得到的控制器对系统进行了一些仿真。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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