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    Velocity Profile and Flow Resistance Models for Developing Chute Flow

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author:
    Oscar Castro-Orgaz
    DOI: 10.1061/(ASCE)HY.1943-7900.0000190
    Publisher: American Society of Civil Engineers
    Abstract: A developing boundary layer starts at the spillway crest until it reaches the free surface at the so-called inception point, where the natural air entrainment is initiated. A detailed reanalysis of the turbulent velocity profiles on steep chutes is made herein, including mean values for the parameters of the complete turbulent velocity profile in the turbulent rough flow regime, given by the log-wake law. Accounting both for the laws of the wall and the wake, a new rational approach is proposed for a power-law velocity profile within the boundary layer of turbulent rough chute flow. This novel approach directly includes the power-law parameters and does not require for a profile matching, as is currently required. The results obtained for the turbulent velocity profiles were applied to analytically determine the resistance characteristics for chute flows. The results apply to the developing flow zone upstream of air inception in chute spillways.
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      Velocity Profile and Flow Resistance Models for Developing Chute Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64016
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    contributor authorOscar Castro-Orgaz
    date accessioned2017-05-08T21:50:44Z
    date available2017-05-08T21:50:44Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64016
    description abstractA developing boundary layer starts at the spillway crest until it reaches the free surface at the so-called inception point, where the natural air entrainment is initiated. A detailed reanalysis of the turbulent velocity profiles on steep chutes is made herein, including mean values for the parameters of the complete turbulent velocity profile in the turbulent rough flow regime, given by the log-wake law. Accounting both for the laws of the wall and the wake, a new rational approach is proposed for a power-law velocity profile within the boundary layer of turbulent rough chute flow. This novel approach directly includes the power-law parameters and does not require for a profile matching, as is currently required. The results obtained for the turbulent velocity profiles were applied to analytically determine the resistance characteristics for chute flows. The results apply to the developing flow zone upstream of air inception in chute spillways.
    publisherAmerican Society of Civil Engineers
    titleVelocity Profile and Flow Resistance Models for Developing Chute Flow
    typeJournal Paper
    journal volume136
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000190
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 007
    contenttypeFulltext
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