多段式水渠控制设计建模

D. Caiado, J. M. Lemos, J. M. Igreja
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引用次数: 3

摘要

本文研究了多河段输水渠道的简化模型,该模型适用于鲁棒和线性参数变化控制设计。在第一阶段,通过应用文献中已知的方法,通过对Saint-Venant方程进行线性化,获得每个运河河段的先验定义阶的有限维有理传递函数。然后,利用方框图代数,将这些不同的模型与线性化的闸门模型相结合,得到渠体整体模型。在控制设计目标方面,该方法具有提供具有规定阶的模型和量化由于模型近似引起的高频不确定性的优点。以某三河段水渠为例,将模型与实验数据进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling for control design of a multi-reach water canal
This article addresses the problem of obtaining reduced complexity models of multi-reach water delivery canals that are suitable for robust and linear parameter varying (LPV) control design. In the first stage, by applying a method known from the literature, a finite dimensional rational transfer function of a priori defined order is obtained for each canal reach by linearizing the Saint-Venant equations. Then, by using block diagrams algebra, these different models are combined with linearized gate models in order to obtain the overall canal model. In what concerns the control design objectives, this approach has the advantages of providing a model with prescribed order and to quantify the high frequency uncertainty due to model approximation. A case study with a 3-reach canal is presented, and the resulting model is compared with experimental data.
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