Technical Notes
Sep 5, 2017

Hindered Settling Velocity in Particle-Fluid Mixture: A Theoretical Study Using the Entropy Concept

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Hydraulic Engineering
Volume 143, Issue 11

Abstract

In the study of mechanics of sediment transport, settling velocity is one of the important parameters because it is needed to solve the governing equations. It has been established that the presence of particles in the flow reduces the settling velocity of a particle, and this phenomenon is commonly known as hindered settling. The clear water settling and hindered settling of a particle are mathematically connected by a concentration function and a term in the power of concentration function, which is known as the exponent of reduction of settling velocity. Based on several turbulent features, a number of experimental and theoretical investigations have been carried out to formulate deterministic mathematical models on the exponent of reduction of settling velocity. However, a probabilistic study to formulate such models is still lacking in the literature. The present study therefore focuses on the modeling of exponent of reduction of settling velocity in a sediment-laden flow probabilistically, which is explored using the concept of entropy theory. The model is shown to be a function of particle Reynolds number, volumetric concentration, and relative mass density of sediment particles through the inclusion of these parameters in a hypothesized cumulative distribution function. The authors tested the model using experimental data from the literature and also compared these data with those of existing models. Relative percentage error between the observed and computed values of all the models shows the better prediction accuracy of this model in comparison to the others.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The second author is thankful to the Center for Theoretical Studies (CTS) of Indian Institute of Technology Kharagpur, for providing a fellowship to visit the institute and conduct the research reported in this paper. The authors express their sincere thanks to the reviewers for giving valuable comments and suggestions to improve the paper.

References

Baldock, T., Tomkins, M., Nielsen, P., and Hughes, M. (2004). “Settling velocity of sediments at high concentrations.” Coastal Eng., 51(1), 91–100.
Bonakdari, H., Sheikh, Z., and Tooshmalani, M. (2015). “Comparison between Shannon and Tsallis entropies for prediction of shear stress distribution in open channels.” Stochastic Environ. Res. Risk Assess., 29(1), 1–11.
Cheng, N. S. (1997a). “Effect of concentration on settling velocity of sediment particles.” J. Hydraul. Eng., 728–731.
Cheng, N. S. (1997b). “Simplified settling velocity formula for sediment particle.” J. Hydraul. Eng., 149–152.
Chien, N., and Wan, Z. (1983). Sediment transport mechanics, ASCE, Reston, VA.
Chiu, C. L. (1987). “Entropy and probability concepts in hydraulics.” J. Hydraul. Eng., 583–599.
Chiu, C. L. (1988). “Entropy and 2-D velocity distribution in open channels.” J. Hydraul. Eng., 738–756.
Chiu, C. L. (1989). “Velocity distribution in open channel flow.” J. Hydraul. Eng., 576–594.
Chiu, C. L. (1991). “Application of entropy concept in open-channel flow.” J. Hydraul. Eng., 615–628.
Chiu, C. L., Jin, W., and Chen, Y. C. (2000). “Mathematical models of distribution of sediment concentration.” J. Hydraul. Eng., 16–23.
Chiu, C. L., and Murray, D. W. (1992). “Variation of velocity distribution along nonuniform open-channel flow.” J. Hydraul. Eng., 989–1001.
Chiu, C. L., and Said, C. A. A. (1995). “Maximum and mean velocities and entropy in open-channel flow.” J. Hydraul. Eng., 26–35.
Chiu, C. L., and Tung, N. C. (2002). “Maximum velocity and regularities in open channel flow.” J. Hydraul. Eng., 803.
Cleasby, J. L., and Fan, K. S. (1981). “Predicting fluidization and expansion of filter media.” J. Environ. Eng. Div. Proc. ASCE, 107(EE3), 455–471.
Cleasby, J. L., and Woods, C. (1975). “Intermixing of dual media and multi-media granular filters.” J. Am. Water Works Assoc., 67(4), 197–203.
Cui, H., and Singh, V. P. (2013). “Suspended sediment concentration in open channels using Tsallis entropy.” J. Hydrol. Eng., 966–977.
Cui, H., and Singh, V. P. (2014). “One dimensional velocity distribution in open channels using Tsallis entropy.” J. Hydrol. Eng., 290–298.
Fouda, A. E., and Capes, C. E. (1977). “Hydrodynamic particle volume and fluidized bed expansion.” Can. J. Chem. Eng., 55(4), 386–391.
Garside, J., and Al-Dibouni, M. R. (1977). “Velocity-voidage relationships for fluidization and sedimentation in solid-liquid systems.” Ind. Eng. Chem. Process Design Dev., 16(2), 206–214.
Jaynes, E. T. (1957a). “Information theory and statistical mechanics I.” Phys. Rev., 106(4), 620–630.
Jaynes, E. T. (1957b). “Information theory and statistical mechanics II.” Phys. Rev., 108(2), 171–190.
Jaynes, E. T. (1982). “On the rationale of maximum entropy methods.” Proc. IEEE, 70(9), 939–952.
Jimenez, J. A., and Madsen, O. S. (2003). “A simple formula to estimate settling velocity of natural sediments.” J. Waterway Port Coastal Ocean Eng., 70–78.
Jottrand, R. (1952). “An experimental study of the mechanism of fluidisation.” J. Appl. Chem., 2, S17–S26.
Kapur, J. N., and Kesavan, H. K. (1992). “Entropy optimization principles and their applications.” Entropy and energy dissipation in water resources, Springer, Dordrecht, Netherlands, 3–20.
Kumbhakar, M., and Ghoshal, K. (2016). “Two dimensional velocity distribution in open channels using Renyi entropy.” Physica A, 450, 546–559.
Kumbhakar, M., and Ghoshal, K. (2017). “One-dimensional velocity distribution in open channels using Renyi entropy.” Stochastic Environ. Res. Risk Assess., 31(4), 949–959.
Kumbhakar, M., Ghoshal, K., and Singh, V. P. (2017). “Derivation of Rouse equation for sediment concentration using Shannon entropy.” Physica A, 465, 494–499.
Lewis, W. K., Gilliland, E. R., and Bauer, W. C. (1949). “Characteristics of fluidized particles.” Ind. Eng. Chem., 41(6), 1104–1117.
Luo, H., and Singh, V. P. (2011). “Entropy theory for two-dimensional velocity distribution.” J. Hydrol. Eng., 303–315.
MATLAB [Computer software]. MathWorks, Natick, MA.
McNown, J. S., and Lin, P. N. (1952). “Sediment concentration and fall velocity.” Proc., 2nd Mid Western Conf. Fluid Mechanics, State Univ. of Iowa, Ames, IA.
Pal, D., and Ghoshal, K. (2013). “Hindered settling with an apparent particle diameter concept.” Adv. Water Resour., 60, 178–187.
Renyi, A. (1961). “On measures of entropy and information.” Proc., 4th Berkeley Symp. on Mathematics, Statistics and Probability, Vol. 1, University of California Press, Berkeley, CA, 547–561.
Richardson, J., and Zaki, W. (1954). “Sedimentation and fluidisation: Part I.” Trans. Inst. Chem. Eng., 32, 35–53.
Shannon, C. E. (1948). “A mathematical theory of communications, I and II.” Bell. Syst. Tech. J., 27, 379–423.
Singh, V. P. (2011). “Derivation of power law and logarithmic velocity distributions using the Shannon entropy.” J. Hydrol. Eng., 478–483.
Singh, V. P., and Luo, H. (2011). “Entropy theory for distribution of one-dimensional velocity in open channels.” J. Hydrol. Eng., 723–735.
Sterling, M., and Knight, D. (2002). “An attempt at using the entropy approach to predict the transverse distribution of boundary shear stress in open channel flow.” Stochastic Environ. Res. Risk Assess., 16(2), 127–142.
Thacker, W. C., and Lavelle, J. W. (1977). “Two-phase flow analysis of hindered settling.” Phys. Fluids, 20(9), 1577–1579.
Tsallis, C. (1988). “Possible generalization of Boltzmann-Gibbs statistics.” J. Stat. Phys., 52(1–2), 479–487.
Wilhelm, R. H., and Kwauk, M. (1948). “Fluidization of solid particles.” Chem. Eng. Prog., 44(3), 201–218.
Zhiyao, S., Tingting, W., Fumin, X., and Ruijie, L. (2008). “A simple formula for predicting settling velocity of sediment particles.” Water Sci. Eng., 1(1), 37–43.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 143Issue 11November 2017

History

Received: Nov 28, 2016
Accepted: May 24, 2017
Published online: Sep 5, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 5, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Manotosh Kumbhakar [email protected]
Senior Research Scholar, Dept. of Mathematics, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India. E-mail: [email protected]
Snehasis Kundu [email protected]
Assistant Professor, Dept. of Basic Sciences and Humanities, International Institute of Information Technology Bhubaneswar, Odisha 751003, India. E-mail: [email protected]
Koeli Ghoshal [email protected]
Associate Professor, Dept. of Mathematics, Indian Institute of Technology Kharagpur, Kharagpur, West Bengal 721302, India (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share