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    One-Dimensional Velocity Distribution in Seepage Bed Open Channels Using Tsallis Entropy

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004::page 04023030-1
    Author:
    Anurag Sharma
    ,
    Harsh Kumar
    ,
    Bimlesh Kumar
    DOI: 10.1061/AJRUA6.RUENG-1041
    Publisher: ASCE
    Abstract: In the present study, a one-dimensional experimental velocity profile measured in seepage channels is evaluated by Tsallis entropy theory considering time-averaged velocity as a random variable. The velocity data was observed by conducting the experiments in the laboratory flume over the flat sand bed for no seepage and seepage discharge. The proposed velocity profile based on the Tsallis entropy model is tested with laboratory observations. Various efficiency criteria, root mean square error (RMSE), and Nash-Sutcliffe efficiency (NSE) coefficient, are used to verify the validity and accuracy of the proposed model. The Tsallis entropy-based 1D velocity distributions produced by various shape parameters agreed satisfactorily with experimental data and compared well. According to observations, the shape parameter a=0.2 leads to the best fit of the cumulative distribution function and velocity for the centre line of the channel. It is shown that the Tsallis entropy can be used to make accurate velocity predictions in active seepage channels.
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      One-Dimensional Velocity Distribution in Seepage Bed Open Channels Using Tsallis Entropy

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293268
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorAnurag Sharma
    contributor authorHarsh Kumar
    contributor authorBimlesh Kumar
    date accessioned2023-11-27T23:04:42Z
    date available2023-11-27T23:04:42Z
    date issued8/9/2023 12:00:00 AM
    date issued2023-08-09
    identifier otherAJRUA6.RUENG-1041.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293268
    description abstractIn the present study, a one-dimensional experimental velocity profile measured in seepage channels is evaluated by Tsallis entropy theory considering time-averaged velocity as a random variable. The velocity data was observed by conducting the experiments in the laboratory flume over the flat sand bed for no seepage and seepage discharge. The proposed velocity profile based on the Tsallis entropy model is tested with laboratory observations. Various efficiency criteria, root mean square error (RMSE), and Nash-Sutcliffe efficiency (NSE) coefficient, are used to verify the validity and accuracy of the proposed model. The Tsallis entropy-based 1D velocity distributions produced by various shape parameters agreed satisfactorily with experimental data and compared well. According to observations, the shape parameter a=0.2 leads to the best fit of the cumulative distribution function and velocity for the centre line of the channel. It is shown that the Tsallis entropy can be used to make accurate velocity predictions in active seepage channels.
    publisherASCE
    titleOne-Dimensional Velocity Distribution in Seepage Bed Open Channels Using Tsallis Entropy
    typeJournal Article
    journal volume9
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1041
    journal fristpage04023030-1
    journal lastpage04023030-10
    page10
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004
    contenttypeFulltext
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