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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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