Exponential stability of PI control for Saint-Venant equations with a friction term

IF 0.6 Q4 MATHEMATICS, APPLIED
G. Bastin, J. Coron
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引用次数: 7

Abstract

We consider open channels represented by Saint-Venant equations that are monitored and controlled at the downstream boundary and subject to unmeasured flow disturbances at the upstream boundary. We address the issue of feedback stabilization and disturbance rejection under Proportional-Integral (PI) boundary control. For channels with uniform steady states, the analysis has been carried out previously in the literature with spectral methods as well as with Lyapunov functions in Riemann coordinates. In this article, our main contribution is to show how the analysis can be extended to channels with non-uniform steady states with a Lyapunov function in physical coordinates. Introduction The hyperbolic Saint-Venant equations are commonly used for the description of water flow dynamics in open channels and for the design of management and control systems in irrigation networks and navigable rivers. In particular, the exponential stabilization of Saint-Venant equations by boundary feedback control has been a recurring research topic in the literature for more than twenty years. The earlier results dealt with static proportional control. In the simplest case of horizontal channels with negligible friction, the stability analysis was carried out in [6] with an entropy Lyapunov function, in [16, 11] with the method of characteristics, and in [7, Section VI] with a Lyapunov function in Riemann coordinates. The stability analysis was then extended to channels with slope and friction. In the special case of a uniform steady state, the stability analysis was carried out with a spectral method for linearized equations in [17, Section 6]. However the linearized system stability does not directly imply the stability of the steady state for the nonlinear SaintVenant equations (see e.g. [8]). For this nonlinear case, the stability analysis is done in [4, 13] with a Lyapunov function in Riemann coordinates. More recently, the case of channels with friction and slope and non-uniform steady state was considered in [3] and [15] with dedicated Lyapunov functions expressed in physical coordinates. The boundary feedback stabilization of Saint-Venant equations by Proportional-Integral (PI) control has received much less attention in the literature. It has been analyzed for channels with uniform steady states in [5] with a spectral method and in [14, Section 4], [2, Section 5.5] with Lyapunov functions in Riemann coordinates. In the present article, our main contribution is to show how the analysis of [3] can be extended to channels with non-uniform steady states under PI control, using a Lyapunov function in physical coordinates. Obviously, in principle, stabilization is also possible with more sophisticated control laws. In particular, the recent backstepping method for 2 × 2 hyperbolic systems, see e.g. [10, 1, 12], ∗Department of Mathematical Engineering, ICTEAM, University of Louvain, Louvain-La-Neuve, Belgium. †Sorbonne Université, Université Paris-Diderot SPC, CNRS, INRIA, Laboratoire Jacques-Louis Lions, LJLL, équipe CAGE, F-75005 Paris, France.
带摩擦项Saint-Venant方程PI控制的指数稳定性
我们考虑由Saint-Venant方程表示的开放通道,这些通道在下游边界受到监测和控制,并在上游边界受到不可测量的流动干扰。我们讨论了比例积分(PI)边界控制下的反馈镇定和干扰抑制问题。对于具有均匀稳态的通道,先前的文献中已经使用谱方法以及黎曼坐标中的李雅普诺夫函数进行了分析。在本文中,我们的主要贡献是展示如何将分析扩展到具有物理坐标中的李雅普诺夫函数的非均匀稳态的通道。双曲圣维南方程通常用于描述明渠中的水流动力学,以及用于灌溉网络和通航河流的管理和控制系统的设计。特别是,边界反馈控制的Saint-Venant方程的指数镇定问题已经成为二十多年来文献中反复出现的研究课题。先前的结果处理静态比例控制。对于最简单的可忽略摩擦的水平通道,在[6]中使用熵Lyapunov函数进行稳定性分析,在[16,11]中使用特征方法进行稳定性分析,在[7,Section VI]中使用黎曼坐标中的Lyapunov函数进行稳定性分析。然后将稳定性分析扩展到有坡度和摩擦力的河道。在均匀稳态的特殊情况下,用谱法对[17,第6节]中的线性化方程进行稳定性分析。然而,线性化的系统稳定性并不直接意味着非线性SaintVenant方程的稳态稳定性(例如[8])。对于这种非线性情况,稳定性分析在[4,13]中使用黎曼坐标下的Lyapunov函数进行。最近,在[3]和[15]中考虑了具有摩擦和斜率和非均匀稳态的通道的情况,并使用物理坐标表示的专用Lyapunov函数。基于比例积分控制的Saint-Venant方程边界反馈镇定问题在文献中得到的关注较少。用谱法分析了[5]中均匀稳态的信道,并在[14,第4节]、[2,第5.5节]中用黎曼坐标中的Lyapunov函数分析了信道。在本文中,我们的主要贡献是展示如何使用物理坐标中的李雅普诺夫函数将[3]的分析扩展到PI控制下具有非均匀稳态的通道。显然,原则上,更复杂的控制律也可以实现稳定。特别地,最近的关于2 × 2双曲系统的反演方法,见e.g.[10,1,12],∗,University of Louvain- la - neuve, University of Louvain。†索邦大学,巴黎狄德罗大学SPC, CNRS, INRIA, Jacques-Louis Lions实验室,LJLL, quipe CAGE, F-75005巴黎,法国。
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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来源期刊
Methods and applications of analysis
Methods and applications of analysis MATHEMATICS, APPLIED-
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