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

机译:大坝-河流系统的鲁棒连续时间和离散时间流量控制。 (二)控制器设计

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The paper presents robust designj 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 sue 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.
机译:本文提出了一种自动控制大坝-河流系统的鲁棒设计方法,其中作用变量是上游流量,受控变量是下游流量。该系统采用线性模型建模,该线性模型从描述明渠流动动力学的简化偏导数方程式解析得出。比较了两种控制方法(极点放置和Smith预估器)的性能和鲁棒性。极点放置是在采样模型上完成的,而史密斯预测变量是基于连续模型的。鲁棒性是通过使用裕度以及由于系统的非线性动力学而考虑模型误差的乘法不确定性的边界来估计的。在河流的非线性模型上进行了仿真,并将这两种控制器的性能和鲁棒性与连续时间PID控制器的性能和鲁棒性进行了比较。

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