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作 者:李晓英[1] 朱克节 陈端[2] LI Xiaoying;ZHU Kejie;CHEN Duan(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;Yangtze River Scientific Research Institute,Changjiang Water Resources Commission,Wuhan 430014,China)
机构地区:[1]河海大学水利水电学院,江苏南京210098 [2]长江水利委员会长江科学院,湖北武汉430014
出 处:《哈尔滨工程大学学报》2024年第9期1709-1716,共8页Journal of Harbin Engineering University
基 金:国家重点研发计划(2018YFC0407902);湖南省重大水利科技项目(XSKJ2021000-04).
摘 要:为量化水库入库径流和电网负荷需求的不确定性,分析二者对水库优化调度过程的影响,本文以三峡水库为例,引入鲁棒优化理论,建立径流和负荷的多面体不确定集合,结合k-means聚类算法对各不确定情景下随机模拟的入流和负荷情景进行聚类处理。建立以电站实际出力与计划出力偏差最小、总发电量最大和下游适宜生态流量改变度最小为目标的多目标优化调度模型。多目标粒子群算法求解结果表明:在考虑水库入流和负荷需求不确定性的前提下,各情景下的水库水位升降变化规律与实际水位变化规律基本相同,且与实际水位相比,水库能在更多时段维持较高水位运行,提高了三峡电站在蓄水期的整体发电水平。To quantify the uncertainty of reservoir inflow runoff and the load demand of power grids and analyze their influence on the optimization and dispatch processes of a reservoir,with the Three Gorges Reservoir as an example,a polyhedral uncertainty set of the runoff and load is established,which introduces the robust optimization theory.By combining with the k-means clustering algorithm,the randomly simulated inflow and load scenarios are clustered under various uncertainty scenarios.A multiobjective optimal dispatch model is established to minimize the devia-tion between the actual output and the planned output of the power station,maximize the total power generation,and minimize the change in the downstream suitable ecological flow.The results of the multiobjective particle swarm optimization algorithm show that considering the uncertainty of reservoir inflow and load demand,the fluctuation law of the reservoir water level in each scenario is basically the same as that of the actual water level.Moreover,com-pared with the actual water level,the reservoir can be operated while maintaining higher water levels for longer pe-riods,which improves the overall power generation level of the Three Gorges Power Station during the water storage period.
关 键 词:不确定性 入库径流 负荷需求 水库优化调度 多目标粒子群算法 K-MEANS聚类算法 鲁棒优化 三峡水库
分 类 号:TV697.1[水利工程—水利水电工程]
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