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    Application of Entropy Concept in Open‐Channel Flow Study

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Chao‐Lin Chiu
    DOI: 10.1061/(ASCE)0733-9429(1991)117:5(615)
    Publisher: American Society of Civil Engineers
    Abstract: The use of the variational principle to maximize the entropy is illustrated for possible applications in open‐channel flow study. The illustrations include those in: (1) Modeling of velocity distribution by probabilistic formulation and entropy maximization; (2) relating the entropy to the parameters of velocity distribution models; (3) relating the entropy to the energy and momentum coefficients; (4) relating the mean velocity given by the Manning's equation to the velocity distribution and the entropy; and (5) relating the entropy to the locations of the mean and maximum velocities in a channel cross section. The “entropy parameter”
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      Application of Entropy Concept in Open‐Channel Flow Study

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    contributor authorChao‐Lin Chiu
    date accessioned2017-05-08T20:41:08Z
    date available2017-05-08T20:41:08Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A5%28615%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23467
    description abstractThe use of the variational principle to maximize the entropy is illustrated for possible applications in open‐channel flow study. The illustrations include those in: (1) Modeling of velocity distribution by probabilistic formulation and entropy maximization; (2) relating the entropy to the parameters of velocity distribution models; (3) relating the entropy to the energy and momentum coefficients; (4) relating the mean velocity given by the Manning's equation to the velocity distribution and the entropy; and (5) relating the entropy to the locations of the mean and maximum velocities in a channel cross section. The “entropy parameter”
    publisherAmerican Society of Civil Engineers
    titleApplication of Entropy Concept in Open‐Channel Flow Study
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:5(615)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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