2011
DOI: 10.1016/j.jprocont.2010.12.012
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A hierarchical distributed model predictive control approach to irrigation canals: A risk mitigation perspective

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Cited by 77 publications
(28 citation statements)
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“…The third, termed the error updating problem, refers to using DA to revise the predictions of an error model representing the difference between the hydrologic forecasts and corresponding observations. These three types of DA problems are not mutually exclusive since a forecasting system can utilize any combination (see e.g., Young, 2002;Moradkhani et al, 2005b). The focus here is largely on the first and third types, while referring the readers to the vast literature on calibration for the second type (e.g., Beven and Binley, 1992;Vrugt et al, 2003).…”
Section: Theoretical Aspectsmentioning
confidence: 99%
“…The third, termed the error updating problem, refers to using DA to revise the predictions of an error model representing the difference between the hydrologic forecasts and corresponding observations. These three types of DA problems are not mutually exclusive since a forecasting system can utilize any combination (see e.g., Young, 2002;Moradkhani et al, 2005b). The focus here is largely on the first and third types, while referring the readers to the vast literature on calibration for the second type (e.g., Beven and Binley, 1992;Vrugt et al, 2003).…”
Section: Theoretical Aspectsmentioning
confidence: 99%
“…As it has been said, MPC requires a model of the system being controlled to predict its behavior over the prediction horizon. For control purposes, it is common to use the IntegratorDelay (ID) model for canal pools Xu et al 2011;Zafra-Cabeza et al 2011). The ID model separates a canal pool into a uniform flow, with the property delay time, and a backwater section with the property storage area.…”
Section: Mpc With Differential Water Level Errorsmentioning
confidence: 99%
“…In fact, significant changes in the traditional design and operation of irrigation canals are necessary to achieve higher levels of efficiency and fairness. In this context, part of the studies focus on modelling potential designs for the canals (Ghumman et al 2012;Rezapour Tabari et al 2014;van Overloop et al 2008van Overloop et al , 2010a; other studies are focused on the application of modern operational techniques in the canals (Bhadra et al 2010;Fele et al 2014;Feyen and Liu 1991;Reddy 1991;Sadowska et al 2014;Tariq and Latif 2010;van Overloop et al 2014;Zafra-Cabeza et al 2011).…”
Section: Introductionmentioning
confidence: 99%
“…The way the centralized problem is distributed and the type and amount of information that the local controllers (also called agents) exchange before attaining a solution to the overall control problem depend on the particular DMPC algorithm used (see for surveys on this topic). Being a natural approach to cope with the control of large‐scale systems, DMPC schemes have been proposed for the control of hydro‐power networks as well as for other systems with similar dynamics, for example, irrigation canals . For example, in , DMPC with downstream communication is used to control a cascade of river power plants, and the benefits of the communication are shown via a comparison with the corresponding decentralized MPC scheme.…”
Section: Introductionmentioning
confidence: 99%