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contributor authorLu Chen
contributor authorVijay P. Singh
contributor authorShenglian Guo
date accessioned2017-05-08T21:49:41Z
date available2017-05-08T21:49:41Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29he%2E1943-5584%2E0000736.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63618
description abstractAnalysis 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.
publisherAmerican Society of Civil Engineers
titleMeasure of Correlation between River Flows Using the Copula-Entropy Method
typeJournal Paper
journal volume18
journal issue12
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000714
treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 012
contenttypeFulltext


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