A Derivative-Free Hybrid Optimization Model for Short-Term Operation of a Multi-Objective Reservoir System Under Uncertainty

被引:8
|
作者
Chen, Duan [1 ,2 ]
Leon, Arturo S. [3 ]
Chen, Qiuwen [4 ]
Li, Ruonan [5 ]
机构
[1] Changjiang River Sci Res Inst, Wuhan 430010, Hubei, Peoples R China
[2] Hunan Prov Key Lab Key Technol Hydropower Dev, Changsha 410000, Hunan, Peoples R China
[3] Florida Int Univ, Dept Civil & Environm Engn, Coll Engn & Comp, Miami, FL 33174 USA
[4] Nanjing Hydraul Res Inst, Ctr Ecoenvironm Res, Nanjing 210029, Jiangsu, Peoples R China
[5] Chinese Acad Sci, Ctr Ecoenvironm Res, Beijing 100086, Peoples R China
基金
中国国家自然科学基金;
关键词
Reservoir operation; Multi-objective; Hybrid optimization; Derivative-free; Uncertainty; DECISION-MAKING; NSGA-II; MULTIRESERVOIR SYSTEMS; GENETIC ALGORITHM; LOCAL SEARCH; MANAGEMENT;
D O I
10.1007/s11269-018-2014-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Short-term operation of a multi-objective reservoir system under inflow uncertainty has been receiving increasing attention, however, major challenges for the optimization of this system still remain due to the multiple and often conflicting objectives, highly nonlinear constraints and uncertain parameters in which derivative information may not be directly available. Population-based optimization methods do not rely on derivatives while generally have a slow convergence. This study presents a hybrid optimization model for short-term operation of multi-objective reservoirs under uncertainty that is derivative free and has a relatively fast convergence. The model incorporates a local improvement method called Mesh Adaptive Direct Search (MADS) into a population-based method NSGA-II and has no requirement for differentiability, convexity and continuity of the optimization problem. The operation of a multi-objective and multi-reservoir system on the Columbia River under inflow uncertainty is used as a case study. Overall, the hybrid model outperforms optimization models based on either the NSGA-II only or the MADS only. The model is intended for conditions where derivative information of the optimization problem is unavailable, which could have a wide array of applications in water resources systems.
引用
收藏
页码:3707 / 3721
页数:15
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