Technical Papers
Jul 22, 2021

Short-Term Hydro Scheduling Considering Multiple Units Sharing a Common Tunnel and Crossing Vibration Zones Constraints

Publication: Journal of Water Resources Planning and Management
Volume 147, Issue 10

Abstract

For low construction cost, the hydropower plant with multiple units sharing a common tunnel (HPMUST) has been widely used, which plays an essential role in the short-term scheduling of power systems worldwide. Thus, accurately solving short-term scheduling of HPMUST is important. Because water head loss of a tunnel is related to the discharge of multiple units, the existing methods noted in the literature tend to decompose this problem to find a near-optimal solution, instead of solving it integrally. With increasing requirements of short-term scheduling, this solution cannot meet practical operation requirements, and it becomes imperative to obtain high quality solutions by solving the original problem. For this purpose, this paper develops a mixed integer linear programming (MILP) model for short-term scheduling of HPMUST and proposes a gross water head-based iterative methodology to directly solve it. The MILP model takes account of not only head variations, common tunnel water head loss of multiple units, and water consumption during startup and shutdown of units, but also water consumption of crossing the vibration zone. Moreover, the paper proposes a novel generic linear programming formulation to model crossing the vibration zone, which can achieve a remarkable decline in number of times of crossing the vibration zone. The numerical results show that, compared with the average output model (AOM) and the real operation, the developed model and solution method can efficiently reduce water consumption of power generation within an acceptable time and meet practical operation requirements.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by National Natural Science Foundation of China (Nos. 51979023 and U1765103) and the Fundamental Research Funds for the Central Universities (No. DUT20JC16).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 147Issue 10October 2021

History

Received: Oct 30, 2020
Accepted: Apr 11, 2021
Published online: Jul 22, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 22, 2021

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Authors

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Shengli Liao [email protected]
Associate Professor, Institute of Hydropower and Hydroinformatics, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
M.S. Student, Institute of Hydropower and Hydroinformatics, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: https://orcid.org/0000-0002-4055-2868. Email: [email protected]
Lecturer, Institute of Hydropower and Hydroinformatics, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Associate Professor, Institute of Hydropower and Hydroinformatics, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Chuntian Cheng [email protected]
Professor, Institute of Hydropower and Hydroinformatics, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Researcher, Power Dispatching Control Center of Guizhou Power Grid Co., Ltd., No. 251 Jiefang Rd., Guiyang 550007, China. Email: [email protected]

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