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    Flow-Complexity Analysis of the Upper Reaches of the Yangtze River, China

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 011
    Author:
    Feng Huang
    ,
    Ziqiang Xia
    ,
    Nan Zhang
    ,
    Yude Zhang
    ,
    Jian Li
    DOI: 10.1061/(ASCE)HE.1943-5584.0000392
    Publisher: American Society of Civil Engineers
    Abstract: Flow 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.
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      Flow-Complexity Analysis of the Upper Reaches of the Yangtze River, China

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/63269
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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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