Study on the Basic Form of Reservoir Operation Rule Curves for Water Supply and Power Generation

被引:2
作者
Tang, Rong [1 ,2 ]
Zhang, Jiabin [3 ]
Wang, Yuntao [4 ,5 ]
Zhang, Xiaoli [6 ]
机构
[1] China Inst Water Resources & Hydropower Res, Beijing 100038, Peoples R China
[2] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydro Sci & Engn, Beijing 100084, Peoples R China
[3] POWERCHINA Beijing Engn Corp Ltd, Beijing 100038, Peoples R China
[4] Beijing Normal Univ, State Key Lab Earth Surface Proc & Resource Ecol, Beijing 100875, Peoples R China
[5] Beijing Normal Univ, Fac Geog Sci, Innovat Res Ctr Satellite Applicat, Beijing 100875, Peoples R China
[6] North China Univ Water Resources & Elect Power, Sch Water Conservancy, Zhengzhou 450046, Peoples R China
基金
中国国家自然科学基金;
关键词
multi-objective; reservoir; operation rules; rule curves; pareto solution set; TRADE-OFFS; OPTIMIZATION; ALGORITHM;
D O I
10.3390/w16020276
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Reservoir operation rule curves are crucial for managing water supply and power generation in reservoirs. As the number of objectives and management requirements increase, there is a growing demand for optimized operation rule curves. The objective of this study is to explore the most effective forms of reservoir operation rule curves, focusing on the case of the Nierji Reservoir and considering the dual objectives of water supply and power generation. The parameter-simulation-optimization framework, specifically employing the NSGA-II algorithm, was used to analyze and compare two basic forms of operation rule curves: the shared type and independent type. The impact of these curves on water supply potential and multi-objective optimization results with various water demand scenarios was assessed. The analysis revealed that the choice of operation rule curve form can influence the maximum water supply potential of the reservoir to some extent. The independent type operation rule curve was significantly more effective in enhancing the water supply potential for industrial and domestic users, resulting in a notable increase of 3.5 x 108 m3. Additionally, it also proved beneficial for environmental users, with an increase of 1 x 108 m3. Conversely, the shared type operation rule curve demonstrated similar functionality to the independent type curve with fewer decision variables, particularly when the water demand was relatively low. In scenarios with high water demand, the independent type curve outperformed the shared type curve by generating 6549 superior, non-dominated solutions for multi-objective optimization, specifically focused on maximizing reservoir operation benefits. In conclusion, selecting the appropriate form of reservoir operation rule curve is crucial to balance different reservoir functional objectives and achieve optimal results. Further research could focus on quantifying the specific benefits and trade-offs associated with each type of curve in order to provide more robust evidence for the advantages of a complex reservoir system.
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页数:15
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