Analysis of the impact of the Xiaolangdi Reservoir on the runoff of the Yellow River downstream based on CEEMDAN-multiscale information entropy

• Published in: Water science and technology 2023-08, Vol.88 (4), p.1058-1073
• Main Authors: Zhang, Xianqi, Qiao, Wenbao, Huang, Jiafeng, Shi, Jingwen, Zhang, Minghui
• Format: Article
• Language: English
• Subjects: Annual runoff; Annual variations; Coefficient of variation; Construction; Dams; Decomposition; Downstream; Entropy; Entropy (Information theory); Evolution; Hydrologic data; Hydrology; Impact analysis; lower yellow river; Neural networks; Reservoir construction; River discharge; River ecology; River flow; Rivers; Runoff; Runoff cycle; Sustainable use; Time series; Water resources; Water shortages; Water use; xiaolangdi reservoir
• ISSN: 0273-1223; 1996-9732
• DOI: 10.2166/wst.2023.256

Water resources are vital to the development of human society, and mastering the law of runoff changes is the basis for achieving sustainable use of water resources. To study the impact of reservoir construction on the changes of downstream river runoff, this paper decomposes the runoff before and after reservoir construction using the CEEMDAN method based on the runoff data from the Huayuankou hydrological station. The fluctuation characteristics of each decomposition series of runoff before and after reservoir construction and the intra-annual variation pattern of runoff are also analyzed by combining multi-time information entropy and coefficient of variation. The results show that after the operation of the Xiaolangdi Reservoir, the annual runoff variation cycle tends to be flat, and the monthly runoff cycle is significantly reduced. After reservoir construction, the entropy values of each IMF and Res of runoff become larger, the complexity and randomness of runoff changes increase, and predictability decreases. Before and after the operation of the Xiaolangdi Reservoir, the coefficient of variation of runoff were 0.28–1 and 0.38–0.83, the distribution of runoff was more uniform, and the percentage of runoff in the flood season was reduced from 51.51 to 39.89%.