Canal Controllability Identification Based on Automation Theory to Improve Water Delivery Efficiency in Irrigation Canal Systems

被引:4
|
作者
Yang, Zhigang [1 ]
Wang, Zhongjing [1 ,2 ,3 ]
Liu, Jinlong [1 ]
Zhang, Teng [1 ]
Zheng, Zhilei [4 ]
机构
[1] Tsinghua Univ, Dept Hydraul Engn, Beijing 100084, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
[3] Ningxia Univ, State Key Lab Land Degradat & Ecol Restorat Breedi, Yinchuan 750021, Peoples R China
[4] Beijing Municipal Inst City Planning & Design, Dept Municipal Infrastructure Planning, Beijing 100045, Peoples R China
基金
国家重点研发计划;
关键词
The analysis tool for canal controllability; Canal controllability; Hydraulic characteristics; Controllable canal performance; Automation theory; MODEL-PREDICTIVE CONTROL; PERFORMANCE; CONTROLLER;
D O I
10.1061/(ASCE)IR.1943-4774.0001742
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Canal controllability is an open and significant topic that addresses the unreliability/uncertainty in water delivery, efficiency, and modernization in the irrigation system. The study developed an analysis tool for canal controllability to estimate controllable performance and reduce the uncertainty of water delivery under steady and unsteady flow. We designed a linear quadratic control algorithm and applied it to the Nongchang test canal to verify the tool reliability and improve efficiency of water utilization. Finally, the effects of hydraulic variables on canal controllability were quantified. The numerical model of unsteady flow showed satisfactory predictions of water level (correlation coefficient, root mean square error, and mean absolute percentage error were 0.929%, 0.293%, and 12.86%, respectively). The Nongchang test canal was rather controllable (controllability indicator 0.265 to 0.279), implying that linear quadratic control algorithm was appropriate. The algorithm performed well under all conditions tested; the maximum absolute error was 3.66%-8.65%. The water level remained stable (deviation usually less than 0.05 m) and water delivery met user demands in terms of flow rate (the measure of performance relative to adequacy was 92.51%-98.94%) with relatively small gate movements. The bottom slope and roughness were the principal contributors to controllable performance, explaining approximately 46% of the variance. Specifically, controllability was highest when the bottom slope was low, and the roughness and side slope were high. We offer a reliable and flexible tool for assessment of canal controllability. Study results demonstrated that stakeholders benefit when conventional canal operation is modernized. The work will guide automation and upgrading of canal hardware as irrigation becomes optimized.
引用
收藏
页数:12
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