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    Gyarmati Principle and Open‐Channel Velocity Distribution

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    Hui Chang Hou
    ,
    Jan Ren Kuo
    DOI: 10.1061/(ASCE)0733-9429(1987)113:5(563)
    Publisher: American Society of Civil Engineers
    Abstract: The relationship between the mixing‐length theory and the nonlinear theory is analyzed. The equation of motion for open‐channel flows can be obtained by the Gyarmati integral, which includes the linear and nonlinear terms of dissipation potential. The velocity distribution for laminar and turbulent flows in an open channel can be deduced by this integral. The relationship between the theory of minimum energy dissipation rate and the Gyarmati principle is analyzed. It shows that the constitutive structure of the mixing‐length model is valid in principle from the thermodynamic point of view. For the simple case of quasi‐uniform river flow, the Gyarmati integral of maximization should be reduced to the theory of minimum energy dissipation rate.
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      Gyarmati Principle and Open‐Channel Velocity Distribution

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22800
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    contributor authorHui Chang Hou
    contributor authorJan Ren Kuo
    date accessioned2017-05-08T20:39:51Z
    date available2017-05-08T20:39:51Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-9429%281987%29113%3A5%28563%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22800
    description abstractThe relationship between the mixing‐length theory and the nonlinear theory is analyzed. The equation of motion for open‐channel flows can be obtained by the Gyarmati integral, which includes the linear and nonlinear terms of dissipation potential. The velocity distribution for laminar and turbulent flows in an open channel can be deduced by this integral. The relationship between the theory of minimum energy dissipation rate and the Gyarmati principle is analyzed. It shows that the constitutive structure of the mixing‐length model is valid in principle from the thermodynamic point of view. For the simple case of quasi‐uniform river flow, the Gyarmati integral of maximization should be reduced to the theory of minimum energy dissipation rate.
    publisherAmerican Society of Civil Engineers
    titleGyarmati Principle and Open‐Channel Velocity Distribution
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1987)113:5(563)
    treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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