Technical Papers
Sep 2, 2020

Multiobjective and Joint Operation Model for Multistakeholder Cascade Hydropower System

Publication: Journal of Water Resources Planning and Management
Volume 146, Issue 11

Abstract

Involvement in the operation of a multiobjective and multistakeholder hydropower system requires balancing conflicting objectives and coordinating economic gains to achieve a win–win situation through joint operation. This study developed integrated models of multiobjective joint optimization and synergistic revenue allocation of multistakeholders to resolve conflicts. The multiobjective operation model coupled with the technique for order preference by similarity to ideal solution method determines a noninferior solution for compromising social (water delivery and flood control), and economic (energy production) objectives with the incorporation of the decision makers’ preference. Thereafter, a novel synergistic revenue allocation method based on the total differential equation (SRA-TD) is proposed. This method is used to systematically decompose the contribution of each stakeholder (reservoir) in the synergistic revenue through cooperation, thereby satisfying the principles of efficiency, rationality, and equity. The integrated models are applied to a hypothetical multistakeholder cascade hydropower system. Results are as follows: (1) The compromise solution selected from the multiobjective optimization operation results increases the firm water supply but reduces the energy production revenue without increasing flood storage compared with the benchmark solution (status quo). (2) The SRA-TD method decomposes the synergistic revenue contribution of each reservoir during each period and verifies its physical generation mechanism, thereby satisfying the basic principles of synergistic revenue allocation. (3) Last, the SRA-TD method comprehensively considers the dynamic effects of inflow conditions, reservoir characteristics, and topological structures of a reservoir system. The proposed method provides a viable alternative for promoting joint optimal operations in a multiobjective and multistakeholder cascade reservoir system.

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Data Availability Statement

All data used during in this study are available from the corresponding author by request.

Acknowledgments

This study is supported by the National Key Technologies R&D Program of China (Grant No. 2017YFC0405606), National Natural Science Foundation of China (Grant No. 51579068), Fundamental Research Funds for the Central Universities (Grant No. 2018B10514), and China Postdoctoral Science Foundation Funded Project (Grant No. 2018T110525).

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Journal of Water Resources Planning and Management
Volume 146Issue 11November 2020

History

Received: Feb 11, 2020
Accepted: Jun 11, 2020
Published online: Sep 2, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 2, 2021

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Ph.D. Student, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Professor, College of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0003-2175-7961. Email: [email protected]
Professor, College of Hydrology and Water Resources, Institute of Hydrology and Water Resources, Hohai Univ., Nanjing 210098, China; Postdoctoral Researcher, Nanjing Hydraulic Research Institute, Nanjing 210029, China. Email: [email protected]
Jianping Bing [email protected]
Senior Engineer, Hydrology and Water Resources Analysis and Research Center, Hydrological Bureau of Yangtze River Water Conservancy Commission, Wuhan 430010, China. Email: [email protected]
Yanjing Zhang [email protected]
Senior Engineer, Hunan Wuling Power Co. Ltd., No. 188, Wuling Rd., Changsha 410000, China. Email: [email protected]

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