Derivation of Velocity, Eddy Viscosity, and Mixing Length Models in Pipe and Symmetric Channel Flow Using Incomplete Information–Based Entropy

A single hypothesis of the cumulative distribution function was proposed to derive the incomplete information–based entropy model for the mean velocity distribution in full pipe flow (fully filled with fluid) and symmetric channel flow. The velocity distribution model was then utilized to derive the informational entropy-based eddy viscosity and mixing length models. The previous entropy-based pipe velocity model employs two different cumulative distribution functions, and as a result the derived eddy viscosity model shows a singularity near the pipe centerline. The novelty of the study lies in the proposal of the modified smooth velocity model and the first smooth entropy-based models for the eddy viscosity as well as the mixing length for turbulent flows. The proposed velocity, eddy viscosity, and mixing length models were validated using different experimental datasets for pipe flow and symmetric channel flow with a wide range of the flow Reynolds numbers. These models showed satisfactory agreement with observed data. The velocity and the eddy viscosity models were also compared with existing analytical models for various experimental datasets of pipe flow and symmetric channel flow. For several cases, the proposed velocity and the eddy viscosity models performed better than the existing deterministic models. Statistical error analysis quantifies that, on average, the mean and standard deviation of the relative error for the velocity model have been reduced by 58.96% and 59.77% when compared with previous deterministic models and reduced by 41.24% and 39.36% when compared with existing entropy models, respectively.

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Publication Details

Journal
Journal of Hydrologic Engineering
Published
2025-11-25
DOI
https://doi.org/10.1061/jhyeff.heeng-6350
Primary Topic
Water Systems and Optimization
Type
article
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article

Derivation of Velocity, Eddy Viscosity, and Mixing Length Models in Pipe and Symmetric Channel Flow Using Incomplete Information–Based Entropy

Nizamuddin Ahamed, Snehasis Kundu, Vijay P. Singh
Journal of Hydrologic Engineering
Water Systems and Optimization
article

Derivation of Velocity, Eddy Viscosity, and Mixing Length Models in Pipe and Symmetric Channel Flow Using Incomplete Information–Based Entropy

Nizamuddin Ahamed, Snehasis Kundu, Vijay P. Singh
article en

Abstract

A single hypothesis of the cumulative distribution function was proposed to derive the incomplete information–based entropy model for the mean velocity distribution in full pipe flow (fully filled with fluid) and symmetric channel flow. The velocity distribution model was then utilized to derive the informational entropy-based eddy viscosity and mixing length models. The previous entropy-based pipe velocity model employs two different cumulative distribution functions, and as a result the derived eddy viscosity model shows a singularity near the pipe centerline. The novelty of the study lies in the proposal of the modified smooth velocity model and the first smooth entropy-based models for the eddy viscosity as well as the mixing length for turbulent flows. The proposed velocity, eddy viscosity, and mixing length models were validated using different experimental datasets for pipe flow and symmetric channel flow with a wide range of the flow Reynolds numbers. These models showed satisfactory agreement with observed data. The velocity and the eddy viscosity models were also compared with existing analytical models for various experimental datasets of pipe flow and symmetric channel flow. For several cases, the proposed velocity and the eddy viscosity models performed better than the existing deterministic models. Statistical error analysis quantifies that, on average, the mean and standard deviation of the relative error for the velocity model have been reduced by 58.96% and 59.77% when compared with previous deterministic models and reduced by 41.24% and 39.36% when compared with existing entropy models, respectively.

Journal of Hydrologic EngineeringVol. 31(1)
National Institute of Technology Jamshedpur (IN), Mitchell Institute (US)
Openalex Percentile: Top 62%
Water Systems and Optimization
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