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基于ISMPC的灌溉明渠多点水力协同控制OA

Multi-point Hydraulic Cooperative Control for Irrigation Open Channels Based on ISMPC

中文摘要英文摘要

针对大型灌溉明渠系统在多变工况下存在多点水位协同控制精度低、抗下游扰动能力差的问题,提出改进的滑模预测控制(Improved Sliding Mode Predictive Control,ISMPC)方法:首先基于圣维南方程组建立多渠池耦合的线性离散状态空间模型;其次引入扰动观测器在线估计并补偿未知扰动;最终基于预测滑模面推导得到多渠池协同控制律,调节不同渠池上下游闸门开度.实验结果表明,在3渠池系统中ISMPC的水位控制误差相较于线性二次型积分(Linear Quadratic Integral,LQI)控制方法和比例-积分-微分(Proportional-Integral-Derivative,PID)控制方法平均降低28.8%和41.7%,流量跟踪误差平均降低83.1%和55.1%;在目标流量出现阶跃变化的工况下,ISMPC的流量控制误差较LQI和PID平均降低31.3%和52.1%;在8渠池系统中,ISMPC的性能指标也优于对比算法,验证了所设计控制策略的有效性.

To address the challenges of low precision in multi-point water level cooperative control and poor resistance to downstream disturbances in large-scale irrigation open-channel systems under varying operating conditions,this paper proposes an Improved Sliding Mode Predictive Control(ISMPC)method.Firstly,a linear discrete state-space model capturing the coupling of multiple canal pools is established based on the Saint-Venant equations.Secondly,a disturbance observer is introduced to online estimate and compensate for unknown disturbances.Finally,a coordinated control law for the multi-pool system is derived based on a predictive sliding surface,which regulates the upstream and downstream gate openings of different canal pools.Experimental results demonstrate that in a three-pool canal system,the ISMPC method reduces the average water level control error by 28.8%and 41.7%compared to the Linear Quadratic Integral(LQI)and Proportional-Integral-Derivative(PID)control methods,respectively,while the average flow tracking error is reduced by 83.1%and 55.1%.Under step changes in the target flow rate,the average flow control error of ISMPC is reduced by 31.3%and 52.1%compared to LQI and PID,respectively.Furthermore,in an eight-pool canal system,the performance indices of ISMPC also surpass those of the comparative algorithms,validating the effectiveness of the proposed control strategy.

王思民

南昌南水投资集团有限公司,江西 南昌 330038

农业科技

灌溉明渠圣维南方程滑模预测控制干扰观测器多点水力协同控制

irrigation open channelSaint-Venant equationssliding mode predictive controldisturbance observermulti-point hydraulic cooperative control

《节水灌溉》 2026 (6)

105-111,120,8

10.12396/jsgg.2025441

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