Design of PI Controllers for Irrigation Canals Based on Linear Matrix Inequalities

被引:24
作者
Arauz, Teresa [1 ]
Maestre, Jose M. [1 ]
Tian, Xin [2 ,3 ]
Guan, Guanghua [4 ]
机构
[1] Univ Seville, Dept Syst & Automat Engn, Seville 41092, Spain
[2] Delft Univ Technol, Dept Water Management, Delft 2611 CD, Netherlands
[3] KWR Water Res Inst, Groningenhaven 7, Nieuwegein 3433 PE, Netherlands
[4] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
基金
欧洲研究理事会;
关键词
decentralized control; controller constraints and structure; multivariable systems; irrigation canals; PI design; MODEL-PREDICTIVE CONTROL; AUTOMATIC-CONTROL; PERFORMANCE; SYSTEM; PARAMETERS; ALGORITHMS;
D O I
10.3390/w12030855
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A new Proportional-Integral (PI) tuning method based on Linear Matrix Inequalities (LMIs) is presented. In particular, an LMI-based optimal control problem is solved to obtain a sparse feedback that provides the PI tuning. The ASCE Test Canal 1 is used as a case study. Using a linearised model of the canal, different tunings for the design of the PI controller are developed and tested using the software Sobek. Furthermore, the proposed method is also compared with other tunings proposed for the same canal available in the literature. Our results show that the proposed method reduces by half the maximum errors with respect to other assessed alternatives and minimizes undesired mutual interactions between canal pools. Also, our method improves the optimality degree of the PI tuning by 30%. Therefore, it is concluded that the LMI based PI controllers lead to satisfactory performance in regulating water levels and canal flows/structure outflows, outperforming other tested alternatives, thus becoming a useful tool for irrigation canal control.
引用
收藏
页数:17
相关论文
共 56 条
[1]   Automatic Control of Flows and Levels in an Irrigation Canal [J].
Aguilar, Jose V. ;
Langarita, Pedro ;
Linares, Lorenzo ;
Rodellar, Jose .
IEEE TRANSACTIONS ON INDUSTRY APPLICATIONS, 2009, 45 (06) :2198-2208
[2]  
Akouz K, 1998, IEEE SYS MAN CYBERN, P3920, DOI 10.1109/ICSMC.1998.726700
[3]  
Alamo T., 2006, IFAC Proceedings Volumes, V39, P205
[4]  
Baume J.P., 1999, P USCID WORKSH MOD I
[5]  
Burt C.M., 1982, THESIS, P172
[6]  
Burt C.M., 1990, IRRIGATION DISTRICT, P495
[7]   Improved proportional-integral (PI) logic for canal automation [J].
Burt, CM ;
Mills, RS ;
Khalsa, RD ;
Ruiz, V .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1998, 124 (01) :53-57
[8]  
Chevereau G., 1987, P C PLANNING OPERATI, P155
[9]   Integrator Delay Zero Model for Design of Upstream Water-Level Controllers [J].
Clemmens, A. J. ;
Tian, X. ;
van Overloop, P. -J. ;
Litrico, X. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2017, 143 (03)
[10]   Simulation of automatic canal control systems [J].
Clemmens, AJ ;
Bautista, E ;
Wahlin, BT ;
Strand, RJ .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2005, 131 (04) :324-335