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    Entropy Theory for Distribution of One-Dimensional Velocity in Open Channels

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 009
    Author:
    Vijay P. Singh
    ,
    Hao Luo
    DOI: 10.1061/(ASCE)HE.1943-5584.0000363
    Publisher: American Society of Civil Engineers
    Abstract: Assuming time-averaged velocity as a random variable, this study develops an entropy theory for deriving the one-dimensional distribution of velocity in open channels. The theory includes five parts: (1) Tsallis entropy; (2) the principle of maximum entropy (POME); (3) the specification of information on velocity for constraints; (4) the maximization of entropy; and (5) the probability distribution of velocity and its entropy. An application of the entropy theory is illustrated by deriving a one-dimensional velocity distribution in open channels in which the dimension is vertical or the flow depth. The derived distribution is tested with field and laboratory observations and is compared to Chiu’s velocity distribution derived from Shannon entropy. The agreement between velocity values are computed with the entropy-based distribution.
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      Entropy Theory for Distribution of One-Dimensional Velocity in Open Channels

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    contributor authorVijay P. Singh
    contributor authorHao Luo
    date accessioned2017-05-08T21:48:59Z
    date available2017-05-08T21:48:59Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29he%2E1943-5584%2E0000384.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63238
    description abstractAssuming time-averaged velocity as a random variable, this study develops an entropy theory for deriving the one-dimensional distribution of velocity in open channels. The theory includes five parts: (1) Tsallis entropy; (2) the principle of maximum entropy (POME); (3) the specification of information on velocity for constraints; (4) the maximization of entropy; and (5) the probability distribution of velocity and its entropy. An application of the entropy theory is illustrated by deriving a one-dimensional velocity distribution in open channels in which the dimension is vertical or the flow depth. The derived distribution is tested with field and laboratory observations and is compared to Chiu’s velocity distribution derived from Shannon entropy. The agreement between velocity values are computed with the entropy-based distribution.
    publisherAmerican Society of Civil Engineers
    titleEntropy Theory for Distribution of One-Dimensional Velocity in Open Channels
    typeJournal Paper
    journal volume16
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000363
    treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 009
    contenttypeFulltext
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