Water level predictive control in cascaded canals based on the variation pattern analysis of integrator-delay model parameters

The Beijing-Shijiazhuang section of the Middle Route of the South-to-North Water Diversion Project (MRP), China. The integrator-delay (ID) model exhibits time-varying parameters, whose relationships with system state variables remain unexplored. However, traditional prediction relies on fixed parameters, resulting in a model–plant mismatch that generates parameter uncertainties and the accumulation of prediction errors, which degrades the performance of real-time control of water levels. This study investigates the variation patterns of the parameters by identifying system state-related influencing factors and quantifying their individual functional relationships via polynomial regression and correlation analysis, guiding key factors screening. Although these single-factor analyses provide insights into individual relationships, multi-factor interactions can alter such relationships. Hence, a dynamic parameter identification method using feedforward neural networks is proposed to address this issue; based on this, an adaptive-parameter model predictive controller is further developed. Evaluation on a simulation model of the MRP indicates that using FFNNs for dynamic parameter identification reduces accumulated prediction errors by 43.15 %, improving the predictive accuracy of ID. Compared with traditional fixed-parameter MPC, control actions are reduced by 19.49 % (0.2 % increase under Disturbance 2) and 29.69 % in magnitude and frequency on average, and water level control effect is not significantly improved (enhancement: 0.81 % on average; paired t-test, P > 0.05, 95 % CI [-2.90 %, 4.45 %]). The proposed method reduces scheduling pressures in canal pools. • The variation patterns of backwater area A d with influencing factors are investigated. • Based on correlation and polynomial regression analysis, Key influencing factors are screened out. • A dynamic identification method is proposed based on Feed Forward Neural Networks. • An adaptive parameter model predictive controller is further developed.

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Publication Details

Journal
Journal of Hydrology Regional Studies
Published
2026-01-16
DOI
https://doi.org/10.1016/j.ejrh.2026.103139
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.00
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article

Water level predictive control in cascaded canals based on the variation pattern analysis of integrator-delay model parameters

Xiaonan Chen, Chao Wang, Minghan Yang, Pengyu Jin et al.
Journal of Hydrology Regional Studies
Hydraulic flow and structures
article

Water level predictive control in cascaded canals based on the variation pattern analysis of integrator-delay model parameters

Xiaonan Chen, Chao Wang, Minghan Yang, Pengyu Jin, Zhao Zhang, Hao Wang, Zhongzheng He
article en

Abstract

The Beijing-Shijiazhuang section of the Middle Route of the South-to-North Water Diversion Project (MRP), China. The integrator-delay (ID) model exhibits time-varying parameters, whose relationships with system state variables remain unexplored. However, traditional prediction relies on fixed parameters, resulting in a model–plant mismatch that generates parameter uncertainties and the accumulation of prediction errors, which degrades the performance of real-time control of water levels. This study investigates the variation patterns of the parameters by identifying system state-related influencing factors and quantifying their individual functional relationships via polynomial regression and correlation analysis, guiding key factors screening. Although these single-factor analyses provide insights into individual relationships, multi-factor interactions can alter such relationships. Hence, a dynamic parameter identification method using feedforward neural networks is proposed to address this issue; based on this, an adaptive-parameter model predictive controller is further developed. Evaluation on a simulation model of the MRP indicates that using FFNNs for dynamic parameter identification reduces accumulated prediction errors by 43.15 %, improving the predictive accuracy of ID. Compared with traditional fixed-parameter MPC, control actions are reduced by 19.49 % (0.2 % increase under Disturbance 2) and 29.69 % in magnitude and frequency on average, and water level control effect is not significantly improved (enhancement: 0.81 % on average; paired t-test, P > 0.05, 95 % CI [-2.90 %, 4.45 %]). The proposed method reduces scheduling pressures in canal pools. • The variation patterns of backwater area A d with influencing factors are investigated. • Based on correlation and polynomial regression analysis, Key influencing factors are screened out. • A dynamic identification method is proposed based on Feed Forward Neural Networks. • An adaptive parameter model predictive controller is further developed.

Journal of Hydrology Regional StudiesVol. 64
Nanchang University (CN), Sichuan University (CN), China Institute of Water Resources and Hydropower Research (CN), State Key Laboratory of Hydraulics and Mountain River Engineering, Zhejiang University (CN)
Clean water and sanitation
Openalex Percentile: Top 86%
Hydraulic flow and structures
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