Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems

The key point of PI feedback control is how to design appropriate controller parameters. This paper combined the linear quadratic optimizing control theory to design an online controller for constant downstream water-level operation which could respond to different working condition properly and rap...

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Main Authors: Zhong Ke, Guan Guanghua, Mao Zhonghao, Liao Wenjun, Xiao Changcheng, Su Haiwang
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201824601056
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spelling doaj-2a7681ded2d0490a99678c74efc667242021-03-02T10:28:50ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012460105610.1051/matecconf/201824601056matecconf_iswso2018_01056Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal SystemsZhong KeGuan GuanghuaMao ZhonghaoLiao WenjunXiao ChangchengSu HaiwangThe key point of PI feedback control is how to design appropriate controller parameters. This paper combined the linear quadratic optimizing control theory to design an online controller for constant downstream water-level operation which could respond to different working condition properly and rapidly avoiding complex controller parameters adjusting. Based on the Integrator-Delay (ID) model simplified from Saint-Venant Equations, we established the discretized linear time invariant system of canals. Then transferred it into the state-space equations and obtained the state-feedback equation. Water level deviations and flow rate increments were chosen to form the objective function and this paper recommended values of Q and R weight matrices among it should be set according to the optimum quadratic form indicators correspondingly. This controller was applied to two practical canal systems which had diverse scales. Results showed the system under control quickly regained stability; optimizing the objective function with recommended weight matrices could well balance demands on water level deviations and flow rate changes; dynamic performances of water movements and gate movements were acceptable. Through simulations, we preliminarily proved the practicability of this online PI controller implementing LQR. This work proposed an available solutions for the design and operation of water conveyance systems around the world.https://doi.org/10.1051/matecconf/201824601056
collection DOAJ
language English
format Article
sources DOAJ
author Zhong Ke
Guan Guanghua
Mao Zhonghao
Liao Wenjun
Xiao Changcheng
Su Haiwang
spellingShingle Zhong Ke
Guan Guanghua
Mao Zhonghao
Liao Wenjun
Xiao Changcheng
Su Haiwang
Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
MATEC Web of Conferences
author_facet Zhong Ke
Guan Guanghua
Mao Zhonghao
Liao Wenjun
Xiao Changcheng
Su Haiwang
author_sort Zhong Ke
title Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
title_short Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
title_full Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
title_fullStr Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
title_full_unstemmed Linear Quadratic Optimal Controller Design for Constant Downstream Water-Level PI Feedback Control of Open-Canal Systems
title_sort linear quadratic optimal controller design for constant downstream water-level pi feedback control of open-canal systems
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The key point of PI feedback control is how to design appropriate controller parameters. This paper combined the linear quadratic optimizing control theory to design an online controller for constant downstream water-level operation which could respond to different working condition properly and rapidly avoiding complex controller parameters adjusting. Based on the Integrator-Delay (ID) model simplified from Saint-Venant Equations, we established the discretized linear time invariant system of canals. Then transferred it into the state-space equations and obtained the state-feedback equation. Water level deviations and flow rate increments were chosen to form the objective function and this paper recommended values of Q and R weight matrices among it should be set according to the optimum quadratic form indicators correspondingly. This controller was applied to two practical canal systems which had diverse scales. Results showed the system under control quickly regained stability; optimizing the objective function with recommended weight matrices could well balance demands on water level deviations and flow rate changes; dynamic performances of water movements and gate movements were acceptable. Through simulations, we preliminarily proved the practicability of this online PI controller implementing LQR. This work proposed an available solutions for the design and operation of water conveyance systems around the world.
url https://doi.org/10.1051/matecconf/201824601056
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AT maozhonghao linearquadraticoptimalcontrollerdesignforconstantdownstreamwaterlevelpifeedbackcontrolofopencanalsystems
AT liaowenjun linearquadraticoptimalcontrollerdesignforconstantdownstreamwaterlevelpifeedbackcontrolofopencanalsystems
AT xiaochangcheng linearquadraticoptimalcontrollerdesignforconstantdownstreamwaterlevelpifeedbackcontrolofopencanalsystems
AT suhaiwang linearquadraticoptimalcontrollerdesignforconstantdownstreamwaterlevelpifeedbackcontrolofopencanalsystems
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