Research on the coupled model of canal system optimization control and water distribution

IF 6.5 1区 农林科学 Q1 AGRONOMY
Ke Zhou, Zhanyi Gao, Yu Fan, Haorui Chen, Xinrong Zheng, Xufeng Zhang
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引用次数: 0

Abstract

The process of water delivery and distribution in irrigation districts requires the coordinated operation of check gates and turn-out gates. The Integrator-Delay (ID) model is a widely used canal control model, assuming that offtakes are located at the downstream end of canal pools. However, previous studies have often analyzed water delivery and distribution separately, and the assumptions of the ID model fail to reflect the actual distribution of most open-canal offtakes. To address these issues, this paper establishes a coupled model for optimal control and water distribution in canal systems. Firstly, an Optimized Integrator-Delay (OID) model is proposed to more accurately represent the dynamic impact of offtake locations on water level variations. Model Predictive Controllers (MPCs) are then designed based on both the OID model and the ID model for performance comparison. Secondly, to evaluate the applicability and control performance of the two models when coupled with the canal system optimization water distribution model, three irrigation scenarios are defined: (1) prioritizing the backwater area, followed by the uniform flow area; (2) prioritizing the uniform flow area, followed by the backwater area; and (3) random irrigation. Control performance metrics are used to assess the stability of water levels, flow rates, and gate adjustments under the two controllers. Water delivery and distribution strategies are formulated for various scenarios and applied in the Bojili Irrigation District. The results show that, compared to the ID model, the OID model achieves maximum improvements in water level, flow rate, and gate opening control stability by 8.81 %, 16.47 %, and 7.06 %, respectively. The coupled model provides effective target water levels, water distribution schemes, and scheduling schemes for the three scenarios. It significantly reduces the frequency and magnitude of gate adjustments, minimizes water shortages and abandonment, and enhances system efficiency and resilience against complex demands and disturbances.
渠系优化控制与配水量耦合模型研究
灌区输配水过程中,需要闸和出闸协调运行。集成商-延迟模型是一种广泛使用的运河控制模型,该模型假设补给点位于运河池的下游端。然而,以往的研究往往将输水和配水分开分析,ID模型的假设不能反映大多数明渠供水量的实际分布。为了解决这些问题,本文建立了渠系最优控制与配水的耦合模型。首先,提出了一种优化的积分延迟(OID)模型,以更准确地反映取水位置对水位变化的动态影响。然后基于OID模型和ID模型设计模型预测控制器(mpc)进行性能比较。其次,为评价两种模型与渠系优化配水模型耦合时的适用性和控制性能,定义了三种灌溉情景:(1)以回水区优先,均匀流区次之;(2)均匀流区优先,回水区次之;(3)随机灌溉。控制性能指标用于评估两个控制器下的水位、流量和闸门调节的稳定性。根据不同的情况制定了供水和分配策略,并在博集里灌区进行了应用。结果表明,与ID模型相比,OID模型在水位、流量和闸门开度控制稳定性方面分别提高了8.81 %、16.47 %和7.06 %。耦合模型为三种场景提供了有效的目标水位、配水量方案和调度方案。它大大减少了闸门调整的频率和幅度,最大限度地减少了水资源短缺和废弃,并提高了系统效率和应对复杂需求和干扰的弹性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Agricultural Water Management
Agricultural Water Management 农林科学-农艺学
CiteScore
12.10
自引率
14.90%
发文量
648
审稿时长
4.9 months
期刊介绍: Agricultural Water Management publishes papers of international significance relating to the science, economics, and policy of agricultural water management. In all cases, manuscripts must address implications and provide insight regarding agricultural water management.
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