Robust continuous-time and discrete-time flow control of a dam-river system. (II) Controller design

被引:34
作者
Litrico, X
Georges, D
机构
[1] Cemagref, F-34033 Montpellier 1, France
[2] UJF, INPG, UMR CNRS, LAG, F-38402 St Martin Dheres, France
关键词
open-channel irrigation system; time delay; robust control; pole placement; Smith predictor; PID controller;
D O I
10.1016/S0307-904X(99)00013-X
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper presents robust design methods for the automatic control of a dam-river system, where the action variable is the upstream flow rate and the controlled variable the downstream flow rate. The system is modeled with a linear model derived analytically from simplified partial derivative equations describing open-channel flow dynamics. Two control methods (pole placement and Smith predictor) are compared in terms of performance and robustness. The pole placement is done on the sampled model, whereas the Smith predictor is based on the continuous model. Robustness is estimated with the use of margins and also with the use of a bound on multiplicative uncertainty taking into account the model errors, due to the nonlinear dynamics of the system. Simulations are carried out on a nonlinear model of the river and performance and robustness of both controllers are compared to the ones of a continuous-time PID controller. (C) 1999 Elsevier Science Inc. All rights reserved.
引用
收藏
页码:829 / 846
页数:18
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