Case Studies
Jul 27, 2017

Broken-Line Model of Dam Storage and Evaluation of Water Supply Safety Using a Bivariate Frequency Analysis

Publication: Journal of Water Resources Planning and Management
Volume 143, Issue 10

Abstract

In this study, a new evaluation method for the water supply safety of a dam is proposed. This method considers both climatic conditions and storage characteristics of a dam. The annual variation of dam storage is represented by a broken-line model, the lines of which are determined by only three factors: the monthly design water supply during the dry period; dam storage at the end of the dry period; and changes in dam storage during the wet period. From the results of bivariate frequency analysis, a unique broken-line model is derived under multiple scenarios with the given return periods for the evaluation of water supply. The proposed method is applied to a total of five major dams in Korea. It is shown that the water supply safety of a dam can be quantified by using the concept of the return period, and five major dams have water supply safety corresponding to return periods of 10–50 years. Among them, the Soyanggang Dam is found to be the most stable with respect to water supply safety in Korea.

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Acknowledgments

This research was funded by the K-water through the Korea Water Resources Association (KIWE-DRC-12-05).

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 143Issue 10October 2017

History

Received: Sep 29, 2016
Accepted: Apr 24, 2017
Published online: Jul 27, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 27, 2017

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Authors

Affiliations

Chulsang Yoo [email protected]
Professor, School of Civil, Environmental and Architectural Engineering, College of Engineering, Korea Univ., Seoul 02841, Korea. E-mail: [email protected]
Changhyun Jun [email protected]
Research Fellow, School of Civil and Environmental Engineering, College of Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author). E-mail: [email protected]

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