EconPapers    
Economics at your fingertips  
 

Study on Flood Control Operation of Parallel Reservoir Groups Considering the Difference of Solution Order

Qiong Wu, Zhiqiang Jiang (), Zongye Chang and Suiling Wang
Additional contact information
Qiong Wu: Huazhong University of Science and Technology
Zhiqiang Jiang: Huazhong University of Science and Technology
Zongye Chang: Huazhong University of Science and Technology
Suiling Wang: Huazhong University of Science and Technology

Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), 2025, vol. 39, issue 1, No 6, 109-125

Abstract: Abstract In solving the joint optimal operation problem of reservoir groups, traditional optimization methods suffer from the defects of “dimension disaster”, premature convergence, and low efficiency. In this paper, an improved dynamic programming (DP) method is proposed, which reduces the dimension of the DP by using dynamic water level limits and a variable discrete mechanism. This approach improves computational efficiency while ensuring calculation accuracy. Taking the 5-reservoirs system in the Liuxi River Basin as the research object, and aiming at minimizing flood peak discharge at the control section in the lower reaches, an optimal operation model for joint flood control of the reservoir group is established. Based on the improved DP with dimensionality reduction, and considering the differences in scheduling order of the reservoirs, the model is solved. Through the comparison of the calculation results, it is found that the peak flow at the outlet section of the basin from positive sequence optimization is reduced by 24% compared with conventional operation. This fully exploits the role of peak shaving and shifting, which is conducive to the safety and stability of the downstream river. In addition, the flow peak obtained by the reverse sequence optimization at the outlet section is the smallest, being 12% lower than the positive sequence optimization and 0.7% lower than the mixed sequence optimization. This better achieves the purpose of joint peak cutting and peak staggering. The new algorithm can improve computational speed, and the model that offer higher safety and stability in scheduling has practical significance.

Keywords: Reservoir operation; Parallel reservoir group; DP; Solution order; Liuxi river basin (search for similar items in EconPapers)
Date: 2025
References: Add references at CitEc
Citations:

Downloads: (external link)
http://link.springer.com/10.1007/s11269-024-03960-3 Abstract (text/html)
Access to the full text of the articles in this series is restricted.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:waterr:v:39:y:2025:i:1:d:10.1007_s11269-024-03960-3

Ordering information: This journal article can be ordered from
http://www.springer.com/economics/journal/11269

DOI: 10.1007/s11269-024-03960-3

Access Statistics for this article

Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA) is currently edited by G. Tsakiris

More articles in Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA) from Springer, European Water Resources Association (EWRA)
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().

 
Page updated 2025-03-20
Handle: RePEc:spr:waterr:v:39:y:2025:i:1:d:10.1007_s11269-024-03960-3