Velocity Distribution in Seepage-Affected Alluvial Channels Using Renyi Entropy
Publication: Journal of Hydrologic Engineering
Volume 27, Issue 6
Abstract
Assuming time-averaged normalized velocity as a random variable, the present work developed a Renyi entropy-based model for deriving one-dimensional and two-dimensional velocity distributions in seepage-affected alluvial channels. The model requires the maximization of Renyi entropy using the principle of maximum entropy, subject to specified constraints. The derived velocity distributions can have maximum velocity on or below the free surface. The velocity distributions were evaluated with laboratory observations and were also compared with theoretical velocity distributions reported in the literature. The Renyi entropy-based 2D velocity distributions satisfactorily agreed with experimental data, and compared well with reported distributions. Also, the Renyi entropy provided more accurate 2D velocity distribution in the near-bed flow of seepage experiments than the other technique. The present paper concluded that the Renyi entropy model can be used to predict the velocity distribution in seepage flows.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
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History
Received: Sep 20, 2021
Accepted: Feb 22, 2022
Published online: Mar 18, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 18, 2022
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- Manotosh Kumbhakar, Christina W. Tsai, A probabilistic model on streamwise velocity profile in open channels using Tsallis relative entropy theory, Chaos, Solitons & Fractals, 10.1016/j.chaos.2022.112825, 165, (112825), (2022).