Technical Papers
Dec 4, 2017

Incorporating Filters in Random Search Algorithms for the Hourly Operation of a Multireservoir System

Publication: Journal of Water Resources Planning and Management
Volume 144, Issue 2

Abstract

Optimization of short-term reservoir operation normally involves ramping constraints of outflows and water elevations at short time steps (e.g., hourly). Random search algorithms, such as genetic algorithms, have been widely used in optimization of reservoir operation. When applying random search algorithms to hourly reservoir operation, two important issues arise. The first one is the frequent violation of ramping constraints on the hourly reservoir outflows because of the random nature of the optimization algorithm. In other words, the optimization struggles to meet the ramping constraints when finding feasible solutions. The second issue is the zigzag fluctuation of the hourly decision variables as a result of the random search, which is unrealistic to implement in practice. In this study, the Savitzky-Golay smoothing filter (also known as least-squares filter) is incorporated periodically within the routine of the Nondominated Sorting Genetic Algorithm (NSGA-II). The goal of this study is to smooth out the decision variable functions without deteriorating the performance of the optimization algorithm. The performance of the proposed approach is quantified through three indexes using a multireservoir system with 3,360 decision variables as the test case. The results show that use of the Savitzky-Golay filter not only provides a solution to the two aforementioned issues, but also significantly improves the performance of the NSGA-II for hourly reservoir operation. The optimal decisions obtained using the proposed approach display similar hourly variability to decisions of actual reservoir operation.

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Acknowledgments

The authors thank the editor and two anonymous referees for their insightful and constructive comments. This work was supported by the Bonneville Power Administration Projects TIP258 and TIP342. The authors would also thank the support from the National Natural Science Foundation of China (51479188, 51425902, and 91647114) and of Hubei Province (2017CFB613).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 144Issue 2February 2018

History

Received: Jan 9, 2017
Accepted: Jul 25, 2017
Published online: Dec 4, 2017
Published in print: Feb 1, 2018
Discussion open until: May 4, 2018

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Senior Engineer, Dept. of Project Planning, Changjiang River, Scientific Research Institute, 23#, Huangpu Rd., Wuhan 430010, China (corresponding author). ORCID: https://orcid.org/0000-0002-1996-370X. E-mail: [email protected]
Arturo S. Leon, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204. E-mail: [email protected]
Claudio Fuentes [email protected]
Assistant Professor, Dept. of Statistics, Oregon State Univ., Corvallis, OR 97331. E-mail: [email protected]
Nathan L. Gibson [email protected]
Associate Professor, Dept. of Mathematics, Oregon State Univ., Corvallis, OR 97331. E-mail: [email protected]
Associate Professor, School of Hydropower and Information Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. E-mail: [email protected]

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