Research on Constraint Processing Method of High-dimensional Optimization Operation Problem of Cascade Reservoirs

被引:0
作者
He, Zhongzheng [1 ,2 ]
Li, Shuliang [1 ,2 ]
Huang, Wei [1 ,2 ]
Yan, Feng [1 ,2 ]
Fu, Jisi [1 ,2 ]
Xiong, Bin [1 ,2 ]
机构
[1] School of Infrastructure Engineering, Nanchang University, Nanchang
[2] Key Laboratory of Poyang Lake Environment and Resources Utilization, Ministry of Education, Nanchang University, Nanchang
来源
Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences | 2024年 / 56卷 / 06期
关键词
cascade reservoirs; constraint processing method; DPSA–POA; high-dimensional optimization problem; intelligent algorithm;
D O I
10.15961/j.jsuese.202300119
中图分类号
学科分类号
摘要
With the expansion of operational scales and the refinement of time steps in optimizing cascade reservoirs, the dimensionality of decision variables in such problems can range from hundreds to thousands. In the operational optimization of cascaded reservoirs with high-dimensional decision variables, it is often essential to consider multiple complex constraints. Traditional optimization methods struggle to effectively identify feasible regions when addressing these challenges. The intelligent optimization algorithm is a multidimensional linkage random search, which boasts a vast optimization space but suffers from low optimization efficiency. Therefore, this study introduces a constraint processing approach that integrates a penalty function with nested DPSA–POA and intelligent algorithms and applies it to the optimal flood control operation problem of cascade reservoirs in the middle reaches of the Ganjiang River, with decision variables extending to 2196 dimensions. The results of the correlation analysis indicated that: 1) the nested DPSA–POA intelligent algorithm combined with a penalty function can address the high-dimensional optimization problem under varying water inflow conditions using three constraint processing methods; 2) Of the three constraint processing methods, method 2, which involves DE optimization after securing a feasible solution through nested optimization, achieves the highest convergence accuracy, though the computation time is approximately 10 h; method 3, which involves DPSA–POA optimization after securing a feasible solution through nested optimization, achieves the second highest convergence accuracy, with a computation time of about 1~3 h; 3) Existing SF, SR, PF, and EC constraint treatment strategies fail to consistently converge to a feasible solution under different water inflow conditions, and the convergence accuracy of the results, upon obtaining a feasible solution, is significantly lower than that of the method introduced in this study. Accordingly, the nested constraint processing method presented in this research can be an effective approach for high-dimensional optimization in the operation of cascade reservoirs. © 2024 Sichuan University. All rights reserved.
引用
收藏
页码:230 / 238
页数:8
相关论文
共 33 条
  • [1] Rurui Zhou, Di Lu, Optimization on joint flood forecast and control operation modes for parallel reservoir groups[J], Journal of Hydroelectric Engineering, 37, 9, pp. 19-28, (2018)
  • [2] He Shaokun, Shenglian Guo, Pan Liu, Et al., Joint and optimal impoundment oepration of Jinsha River’s cascade reservoirs and Three Gorges Reservoir[J], Journal of Hydroelectric Engineering, 38, 8, pp. 27-36, (2019)
  • [3] Chuntian Cheng, Jianjian Shen, Xinyu Wu, Et al., Operation challenges for fast-growing China’s hydropower systems and respondence to energy saving and emission reduction[J], Renewable and Sustainable Energy Reviews, 16, 5, pp. 2386-2393, (2012)
  • [4] Needham J T, Watkins D W, Lund J R, Et al., Linear programming for flood control in the Iowa and des Moines Rivers[J], Journal of Water Resources Planning and Management, 126, 3, pp. 118-127, (2000)
  • [5] Barros M T L, Tsai F T C, Yang Shuli, Et al., Optimization of large-scale hydropower system operations[J], Journal of Water Resources Planning and Management, 129, 3, pp. 178-188, (2003)
  • [6] Yue Chen, Feng Liu, Bin Liu, Et al., An efficient MILP approximation for the hydro-thermal unit commitment[J], IEEE Transactions on Power Systems, 31, 4, pp. 3318-3319, (2016)
  • [7] Di Zhu, Yadong Mei, Xu Xinfa, Et al., Study on operation of flood control system for middle and lower Ganjiang River[J], Journal of Hydroelectric Engineering, 39, 3, pp. 22-33, (2020)
  • [8] Zhu Di, Mei Yadong, Xu Xinfa, Et al., Triple parallel progressive optimality algorithm for optimal operation of the complicated flood control system[J], Journal of Hydraulic Engineering, 51, 10, pp. 1199-1211, (2020)
  • [9] Jinglin Qian, Songda Zhang, Menghe Xia, Application of progressive optimality algorithm to cascade reservoir optimal operation in flood control[J], China Rural Water and Hydro-power, 8, pp. 22-25, (2014)
  • [10] Little J D C., The use of storage water in a hydroelectric system[J], Journal of the Operations Research Society of America, 3, 2, pp. 187-197, (1955)