System identification of open water channels with undershot and overshot gates

Abstract In this paper we consider system identification of irrigation channels. Both undershot and overshot gates are treated, and the overshot gates operate in both free and submerged flow. The models are estimated and validated on operational data from The Coleambally Main Channel in Australia. The obtained system identification models are very accurate, and they are able to simulate the real water level more than 12 h ahead of time. Moreover, they are computationally inexpensive and ideally suited for control design. The results show that system identification and control have important parts to play in management of water resources.

[1]  X. Litrico,et al.  Advanced control politics and optimal performance for an irrigation canal , 2003, 2003 European Control Conference (ECC).

[2]  M. Hanif Chaudhry,et al.  Open-Channel Flow , 2007 .

[3]  S. Dijkstra,et al.  Simple Water Level Controller for Irrigation and Drainage Canals , 1999 .

[4]  Erik Weyer,et al.  DECENTRALISED PI CONTROL OF AN OPEN WATER CHANNEL , 2002 .

[5]  P. Malaterre PILOTE: Linear Quadratic Optimal Controller for Irrigation Canals , 1998 .

[6]  Karin Euren System Identification of Irrigation Channels with Overshot and Undershot gates , 2004 .

[7]  Erik Weyer,et al.  System identification of an open water channel , 2000 .

[8]  Michael Cantoni,et al.  Design of a centralized controller for an irrigation channel using H loop-shaping , 2004 .

[9]  José Rodellar,et al.  Predictive control method for decentralized operation of irrigation canals , 2002 .

[10]  Erik Weyer,et al.  LQ control of an irrigation channel , 2003, 42nd IEEE International Conference on Decision and Control (IEEE Cat. No.03CH37475).

[11]  Norman Bruton Webber,et al.  Fluid Mechanics for Civil Engineers , 1968 .

[12]  Lennart Ljung,et al.  System identification (2nd ed.): theory for the user , 1999 .

[13]  Michael Cantoni,et al.  Systems engineering for irrigation systems: Successes and challenges , 2005 .

[14]  Xavier Litrico,et al.  Analytical approximation of open-channel flow for controller design , 2004 .

[15]  Erik Weyer,et al.  A reference model approach to performance monitoring of control loops with applications to irrigation channels , 2005 .

[16]  M. G. Bos Discharge measurement structures , 1976 .

[17]  Didier Georges,et al.  Nonlinear Control of Open-Channel Water Flow Based on Collocation Control Model , 2004 .

[18]  Xavier Litrico,et al.  Robust IMC flow control of SIMO dam-river open-channel systems , 2002, IEEE Trans. Control. Syst. Technol..

[19]  Xavier Litrico,et al.  Experimental validation of a methodology to control irrigation canals based on Saint-Venant equations ☆ , 2005 .

[20]  X. Litrico,et al.  Modelling and PI control of an irrigation canal , 2003, 2003 European Control Conference (ECC).

[21]  Erik Weyer,et al.  Closed loop identification of an irrigation channel , 2001, Proceedings of the 40th IEEE Conference on Decision and Control (Cat. No.01CH37228).

[22]  Jonathan de Halleux,et al.  Boundary feedback control in networks of open channels , 2003, Autom..

[23]  J. Cunge,et al.  Practical aspects of computational river hydraulics , 1980 .

[24]  Yuping Li,et al.  On Water-Level Error Propagation in Controlled Irrigation Channels , 2005, Proceedings of the 44th IEEE Conference on Decision and Control.

[25]  Petre Stoica,et al.  Decentralized Control , 2018, The Control Systems Handbook.

[26]  Lennart Ljung,et al.  System Identification: Theory for the User , 1987 .