Technical Papers
May 10, 2023

Physical and Economic Determinants on Forecast Horizon for Long-Term Reservoir Operation

Publication: Journal of Water Resources Planning and Management
Volume 149, Issue 7

Abstract

The forecast horizon (FH) reflects the effective length of future inflow inputs for real-time reservoir operation. Its determination currently still relies on numerical experiments. Using a conceptual model of multistage water supply operation, this paper presents an analytical basis for determining FH, in which physical and economic determinants are explicitly incorporated. The criteria for FH determination are first derived employing the comparative relationship between the marginal benefits among stages. The effects of discount rate, inflow forecast variance, and reservoir storage capacity on FH are then analyzed both theoretically and numerically. The results show that FH responds nonlinearly and sometimes nonmonotonically to these determinants. A higher discount rate tends to consume more water in advance and shortens FH in most cases; however, a prolonged FH can also be observed when an extreme drought is expected and the resulting potential economic loss outweighs the immediate release benefit brought by high discount rate. In contrast, a larger forecast variance results in more water stored for future use and a generally prolonged FH; but a shortened FH also exists. A larger storage capacity enables higher flexibility in flow regulation, and therefore consistently prolongs FH if it changes. The presented analytical framework provides a promising access to analyzing FH in flood control, hydropower generation, and other analogy operations.

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Data Availability Statement

Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. These include: (1) the monthly step inflow data from 1970 to 2002 of Huangcheng Reservoir in Gansu Province, China; and (2) the codes of the DFH algorithm used for Huangcheng Reservoir operations.

Acknowledgments

The authors are grateful to the two anonymous reviewers and the editors for their insightful comments and encouragement that contributed to significant improvements of the manuscript. This study was supported by the Major Science and Technology Projects of Inner Mongolia Autonomous Region (2020ZD0009) and the National Natural Science Foundation of China (92047302 and U2243215).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 149Issue 7July 2023

History

Received: Sep 5, 2022
Accepted: Feb 25, 2023
Published online: May 10, 2023
Published in print: Jul 1, 2023
Discussion open until: Oct 10, 2023

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Ph.D. Candidate, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Postdoctoral Researcher, School of Environment and Civil Engineering, Dongguan Univ. of Technology, Dongguan, Guangdong 523808, China. Email: [email protected]
Zhongjing Wang [email protected]
Professor, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Jianshi Zhao, Aff.M.ASCE [email protected]
Professor, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China; Professor, Cooperative Innovation Center for Water Safety & Hydro Science, Hohai Univ., Nanjing, Jiangsu 210098, China (corresponding author). Email: [email protected]

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