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contributor authorFeng Huang
contributor authorZiqiang Xia
contributor authorNan Zhang
contributor authorYude Zhang
contributor authorJian Li
date accessioned2017-05-08T21:49:02Z
date available2017-05-08T21:49:02Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29he%2E1943-5584%2E0000413.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63269
description abstractFlow complexity, which means the degree of uncertainty or the rate of information production of a flow series, is analyzed for the upper reaches of the Yangtze River. Sample entropy (SampEn) is applied to measure flow complexity, and the Mann-Kendall method is applied to analyze the trend of flow-complexity change. Except for the flow complexity of the Jinsha River, which is increasing, the flow complexity of the upper reaches of the Yangtze River is decreasing. The influencing factor of the flow-complexity change is analyzed. On the basis of analysis of the rainfall complexity, which is also measured by SampEn, it is considered that the flow-complexity increase of the Jinsha River may be attributed to the rainfall-complexity increase, while the flow-complexity loss of the upper reaches of the Yangtze River may be attributed to the underlying surface-condition change influenced by human activities, especially reservoir construction. The reservoir operation makes the flow series more regular and self-similar, and leads to the flow-complexity loss.
publisherAmerican Society of Civil Engineers
titleFlow-Complexity Analysis of the Upper Reaches of the Yangtze River, China
typeJournal Paper
journal volume16
journal issue11
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000392
treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 011
contenttypeFulltext


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