Technical Papers
Apr 12, 2017

Improving Flood-Risk Analysis for Confluence Flooding Control Downstream Using Copula Monte Carlo Method

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 8

Abstract

In this study, a Copula Monte Carlo (CMC) method was proposed to improve flood risk for confluence flooding control downstream of a reservoir. The effects of reservoir operation and joint relationships between two rivers’ streamflow were both considered in the method. The Copula function modeled the dependence between the main stream and tributary; whereas the Monte Carlo (MC) method estimated the flood risk after the reservoir routing of main-stream flood and the simulated tributary flood from the Copula function. This proposed method was applied to a case study in the confluence flooding control downstream (Jinsha and Min Rivers) of Xiluodu-Xiangjiaba reservoirs, southwest China. After the simulation, the results were compared with the current MC method. Our results indicated that with the CMC method, the downstream flood risk caused by the Min River flood was 4.32, 2.35, and 1.08% for the 0.5, 1, and 2% design floods of the Jinsha River, respectively; whereas the MC method underestimated the flood risk. The CMC method is more robust than the MC method because it can consider both the flood spatial correlations and the inside flood domain stochastic characteristics. Further, this method can provide decision support for joint operation of Xiluodu and Xiangjiaba cascaded reservoirs and flood risk planning and management.

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Acknowledgments

This research was funded by the CRSRI Open Research Program (CKWV2015201/KY) and the National Natural Science Foundation of China (51679088 and 51179069).

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 8August 2017

History

Received: Mar 29, 2016
Accepted: Jan 20, 2017
Published online: Apr 12, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 12, 2017

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Authors

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Yang Peng, Ph.D. [email protected]
Professor, School of Renewable Energy, North China Electric Power Univ., Beijing 102206, China (corresponding author). E-mail: [email protected]
Kai Chen
Postgraduate Student, School of Renewable Energy, North China Electric Power Univ., Beijing 102206, China.
Hongxiang Yan, Ph.D.
Hydrology Technical Group, Pacific Northwest National Laboratory, Richland, WA 99352.
Xianliang Yu
Postgraduate Student, School of Renewable Energy, North China Electric Power Univ., Beijing 102206, China.

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