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水力发电学报 ›› 2026, Vol. 45 ›› Issue (1): 19-30.doi: 10.11660/slfdxb.20260103

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考虑水库动态调蓄规则的胶东调水工程协同优化调度研究

  

  • 出版日期:2026-01-25 发布日期:2026-01-25

Study on joint optimal scheduling of Jiaodong Water Transfer Project considering dynamic storage rules of reservoirs

  • Online:2026-01-25 Published:2026-01-25

摘要: 大型跨流域调水工程通常具有多水源、多目标、多用户、多维度的特点,而不同水源、目标及用户间往往相互耦合又彼此制约,其联合优化调度建模及求解十分困难。本研究以胶东调水工程为对象,考虑水库动态调蓄规则,提出了基于遗传算法框架的水量调度优化计算模型。模型首先通过精准的水量平衡模拟确定系统水量过程,继而综合考虑工程实际约束条件与多目标需求设计适应度函数,最后引入反向模拟与不可行解处理策略,对算法新生成的解进行校正。为提高算法效率,提出三项关键技术:采用阶段识别与划分方法降低决策变量维度,基于水库动态调蓄规则确定优化调整方向,开发不可行解处理机制。实例验证表明,所提模型显著提升了调度性能。全调度期调度方案与年计划运行方案相比,分水口最低供水保证率提高了22%,以更少的引水流量实现了更好的供水结果。余留期调度方案中,棘洪滩水库的供水保证率为74.17%,缺水量为10222.67万m3,引水指标利用率98.43%,均满足工程要求。本研究可为复杂跨流域调水系统优化调度问题提供一定的科学参考。

关键词: 调水工程, 优化调度, 动态调蓄, 遗传算法, 多目标

Abstract: Large-scale inter-basin water transfer projects typically manifest the characteristics of multiple water sources, multiple objectives, multiple users, and multiple dimensions, whereas their different water sources, objectives, and water users are often interconnected yet mutually constraining, leading to new challenges in modeling their joint optimal scheduling and solving the problem. This study constructs a new model for water allocation optimization under the reservoirs' dynamic regulation rules, based on a genetic algorithm (GA) framework, and applied in a case study of the Jiaodong Water Transfer Project. We use this model to determine the system's water flow behaviors through accurate water balance simulations, and then design a fitness function via a comprehensive consideration of the constraints and multi-objective requirements of the project. Finally, its updated solutions are adjusted using a reverse correction strategy. To enhance algorithm efficiency, we have developed three key techniques: adopting a phase identification and division method to reduce decision variable dimensionality; determining the optimization adjustment directions based on reservoir regulation rules; and developing an intelligent mechanism for infeasible solution handling. Application of the new model to the transfer project shows a significant improvement on scheduling performance. Compared with the annual operational plan, a full scheduling period scheme raises the minimum water supply reliability at the diversion outlets by 22%, achieving superior water supply outcomes with reduced diversion flow. In the remaining period scheme, the Jihongtan Reservoir achieves a water supply reliability of 74.17%, with a water shortage of 102.2267 million m3 and a water diversion index utilization rate of 98.43%, meeting all the project requirements. This study helps consider and address optimal operation challenges in complex inter-basin water transfer systems.

Key words: water diversion project, optimal operation, dynamic regulation, genetic algorithm, multi-objective

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