基于模型的通信网络故障灌渠PI设计

T. Arauz, J. Maestre, A. Cetinkaya, E. Camacho
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引用次数: 1

摘要

提出了一种基于线性矩阵不等式的故障网络PI设计方法。灌渠的反馈控制器是基于lmi设计的,但也施加了稀疏性约束,使得反馈控制律元素与整定PI参数不对应。因此,该设计方法介于PI控制器和最优反馈控制律之间,也提供了最大丢包概率的稳定性保证。下游控制器的目标是维持每个渠池下游各校核结构上游的水位,而引水闸门则满足下游的用水需求。采用ASCE 1号试验渠灌溉系统对该方法进行了试验,并与其他调优方法进行了仿真比较。结果表明,该设计方法是处理故障网络下控制系统的有效工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Model-based PI design for irrigation canals with faulty communication networks
A PI design method for faulty networks is provided based on Linear Matrix Inequalities (LMIs). Feedback controllers for irrigation canals are designed based on LMIs, but sparsity constraints are also imposed to make zero the feedback control law elements not corresponding to the tuning PI parameters. Therefore, the design method is halfway between a PI controller and an optimal feedback control law, also providing stability guarantees up to a maximum probability of packet losses. The objective of the downstream controller is to maintain the water levels upstream from each downstream check structure of each canal pool, while gravity-offtake gates satisfy downstream water demands. The proposed approach is tested using the irrigation system of ASCE Test Canal 1 and compared with other tuning methods via simulation. Our results show that the design method can be a useful tool when dealing with control systems under faulty networks.
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