Technical Papers
Sep 15, 2012

Measure of Correlation between River Flows Using the Copula-Entropy Method

Publication: Journal of Hydrologic Engineering
Volume 18, Issue 12

Abstract

Analysis of the dependence between the main stream and its upper tributaries is important for hydraulic design, flood prevention, and risk control. The concept of total correlation, computed by the copula-entropy method, was applied to measure the dependence. This method only needs to calculate the copula entropy instead of the marginal or joint entropy, which estimates the total correlation more directly and avoids the accumulation of systematic bias. To that end, bivariate and multivariate Archimedean and metaelliptical copulas were employed, and multiple-integration and Monte Carlo methods were used to calculate the copula entropy. The methodology was applied to the upper Yangtze River reach in China, which has five major tributaries: Jinsha, Min, Tuo, Jialing, and Wu. Results showed that the selected copulas fitted the empirical probability distributions satisfactorily. There was a significant difference in total correlation values, when different copula functions were used. The copula entropy, calculated using the multiple-integration and Monte Carlo methods, led to similar results. The total correlation among the rivers was not high, and the one between Min and Tuo Rivers was the largest. There was some dependence among Jinsha, Min, and Tuo rivers, which constitutes a threat to flood control by the Three Gorges Dam (TGD). The flows of the Jinsha, Jialing, Min, and Tuo rivers significantly influence the flood occurrence in the Yangtze River.

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Acknowledgments

The study was financially supported by the Chinese Natural Science Foundation (51079100, 51309104, 51239004, and 51190094).

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 18Issue 12December 2013
Pages: 1591 - 1606

History

Received: Sep 21, 2011
Accepted: Sep 12, 2012
Published online: Sep 15, 2012
Discussion open until: Feb 15, 2013
Published in print: Dec 1, 2013

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Authors

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Lu Chen, Ph.D. [email protected]
State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China; Dept. of Biology and Agricultural Engineering, Texas A&M Univ., College Station, TX 77843-2117; and College of Hydropower and Information Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author). E-mail: [email protected]
Vijay P. Singh [email protected]
F.ASCE
Caroline and William N. Lehrer Distinguished Chair in Water Engineering and Professor, Dept. of Biological and Agricultural Engineering and Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843-2117. E-mail: [email protected]
Shenglian Guo [email protected]
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]

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