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.

Get full access to this article

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

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.

References

Chen, X., and Y. M. Chiew. 2004. “Velocity distribution of turbulent open-channel flow with bed suction.” J. Hydraul. Eng. 130 (2): 140–148. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:2(140).
Chin, C. L., and D. W. Murray. 1992. “Variation of velocity distribution along nonuniform open-channel flow.” J. Hydraul. Eng. 118 (7): 989–1001. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:7(989).
Chiu, C. L. 1987. “Entropy and probability concepts in hydraulics.” J. Hydraul. Eng. 113 (5): 583–599. https://doi.org/10.1061/(ASCE)0733-9429(1987)113:5(583).
Chiu, C. L. 1988. “Entropy and 2-D velocity distribution in open channels.” J. Hydraul. Eng. 114 (7): 738–756. https://doi.org/10.1061/(ASCE)0733-9429(1988)114:7(738).
Chiu, C. L., and N. C. Tung. 2002. “Maximum velocity and regularities in open-channel flow.” J. Hydraul. Eng. 128 (4): 390–398. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:4(390).
Cui, H., and V. P. Singh. 2012. “On the cumulative distribution function for entropy-based hydrologic modeling.” Trans. ASABE 55 (2): 429–438. https://doi.org/10.13031/2013.41384.
Cui, H., and V. P. Singh. 2013. “Two-dimensional velocity distribution in open channels using the Tsallis entropy.” J. Hydrol. Eng. 18 (3): 331–339. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000610.
Deshpande, V., and B. Kumar. 2016. “Turbulent flow structures in alluvial channels with curved cross sections under conditions of downward seepage.” Earth Surf. Processes Landforms 41 (8): 1073–1087. https://doi.org/10.1002/esp.3889.
Devi, T. B., A. Sharma, and B. Kumar. 2019. “Flow characteristics in a partly vegetated channel with emergent vegetation and seepage.” Ecohydrol. Hydrobiol. 19 (1): 93–108. https://doi.org/10.1016/j.ecohyd.2018.07.006.
Guo, J., and P. Y. Julien. 2006. “Application of modified log-wake law in open-channels.” In Proc., World Environmental and Water Resource Congress 2006: Examining the Confluence of Environmental and Water Concerns, 1–9. Reston, VA: ASCE.
Jaynes, E. T. 1957. “Information theory and statistical mechanics. II.” Phys. Rev. 108 (2): 171. https://doi.org/10.1103/PhysRev.108.171.
Kumbhakar, M. 2020. “Streamwise velocity profile in open-channel flow based on Tsallis relative entropy.” Chaos Interdiscip. J. Nonlinear Sci. 30 (7): 073136. https://doi.org/10.1063/1.5144867.
Kumbhakar, M., and K. Ghoshal. 2016. “Two dimensional velocity distribution in open channels using Renyi entropy.” Physica A 450 (May): 546–559. https://doi.org/10.1016/j.physa.2016.01.046.
Kumbhakar, M., and K. Ghoshal. 2017. “One-dimensional velocity distribution in open channels using Renyi entropy.” Stochastic Environ. Res. Risk Assess. 31 (4): 949–959. https://doi.org/10.1007/s00477-016-1221-y.
Kumbhakar, M., S. Kundu, K. Ghoshal, and V. P. Singh. 2016. “Entropy-based modeling of velocity lag in sediment-laden open channel turbulent flow.” Entropy (Basel) 18 (9): 318. https://doi.org/10.3390/e18090318.
Lu, Y., Y. M. Chiew, and N. S. Cheng. 2008. “Review of seepage effects on turbulent open-channel flow and sediment entrainment.” J. Hydraul. Res. 46 (4): 476–488. https://doi.org/10.3826/jhr.2008.2942.
Luo, H., and V. P. Singh. 2011. “Entropy theory for two-dimensional velocity distribution.” J. Hydrol. Eng. 16 (4): 303–315. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000319.
Mendoza, C., and D. Zhou. 1992. “Effects of porous bed on turbulent stream flow above bed.” J. Hydraul. Eng. 118 (9): 1222–1240. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:9(1222).
Rao, A. R., G. Sreenivasulu, and B. Kumar. 2011. “Geometry of sand-bed channels with seepage.” Geomorphology 128 (3–4): 171–177. https://doi.org/10.1016/j.geomorph.2011.01.003.
Rényi, A. 1961. “On measures of entropy and information.” In Proc., 4th Berkeley Symp. on Mathematical Statistics and Probability, Volume 1: Contributions to the Theory of Statistics, 547–561. Berkeley, CA: University of California Press.
Sarma, K. V., B. V. R. Prasad, and A. K. Sarma. 2000. “Detailed study of binary law for open channels.” J. Hydraul. Eng. 126 (3): 210–214. https://doi.org/10.1061/(ASCE)0733-9429(2000)126:3(210).
Sharma, A., O. Herrera-Granados, and B. Kumar. 2019. “Bedload transport and temporal variation of non-uniform sediment in a seepage-affected alluvial channel.” Hydrol. Sci. J. 64 (8): 1001–1012. https://doi.org/10.1080/02626667.2019.1615621.
Sharma, A., L. Huang, H. Fang, and X. Li. 2020. “Effects of hydrodynamic on the mobility of phosphorus induced by sediment resuspension in a seepage affected alluvial channel.” Chemosphere 260 (Dec): 127550. https://doi.org/10.1016/j.chemosphere.2020.127550.
Sharma, A., and B. Kumar. 2016a. “Probability distribution functions of turbulence in seepage-affected alluvial channel.” Fluid Dyn. Res. 49 (1): 015508. https://doi.org/10.1088/1873-7005/49/1/015508.
Sharma, A., and B. Kumar. 2016b. “Probability distribution of turbulence in curvilinear cross section mobile bed channel.” Water Sci. Technol. 73 (6): 1472–1482. https://doi.org/10.2166/wst.2015.629.
Sharma, A., and B. Kumar. 2017. “Structure of turbulence over non-uniform sand bed channel with downward seepage.” Eur. J. Mech. B. Fluids 65 (Sep): 530–551. https://doi.org/10.1016/j.euromechflu.2017.05.006.
Sharma, A., and B. Kumar. 2018. “High-order velocity moments of turbulent boundary layers in seepage affected alluvial channel.” J. Fluids Eng. 140 (8): 8. https://doi.org/10.1115/1.4039253.
Sharma, A., A. K. Maddirala, and B. Kumar. 2018. “Modified singular spectrum analysis for despiking acoustic Doppler velocimeter (ADV) data.” Measurement 117 (Mar): 339–346. https://doi.org/10.1016/j.measurement.2017.12.025.
Singh, V. P. 2014. Entropy theory in hydraulic engineering: An introduction. Reston, VA: ASCE.
Tsallis, C. 1988. “Possible generalization of Boltzmann-Gibbs statistics.” J. Stat. Phys. 52 (1): 479–487. https://doi.org/10.1007/BF01016429.
Xu, D., and D. Erdogmuns. 2010. “Renyi’s entropy, divergence and their nonparametric estimators.” In Information theoretic learning, 47–102. New York: Springer.
Yang, S. Q., S. K. Tan, and S. Y. Lim. 2004. “Velocity distribution and dip-phenomenon in smooth uniform open channel flows.” J. Hydraul. Eng. 130 (12): 1179–1186. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:12(1179).

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 27Issue 6June 2022

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

Permissions

Request permissions for this article.

Authors

Affiliations

Anurag Sharma [email protected]
Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Odisha 769008, India. Email: [email protected]
Postgraduate Student, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
Postgraduate Student, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. Email: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India (corresponding author). ORCID: https://orcid.org/0000-0001-6001-8411. Email: [email protected]
Distinguished Professor, Regents Professor, and Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Dept. of Biological and Agricultural Engineering and Zachry Dept. of Civil Engineering, Texas A&M Univ., 321 Scoates Hall, 2117 TAMU, College Station, TX 77843-2117; Distinguished Scholar, National Water and Energy Center, UAE Univ., P.O. Box 15551, Al Ain, United Arab Emirates. ORCID: https://orcid.org/0000-0003-1299-1457. Email: [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

  • Improved Velocity Profile in Open Channels Using Incomplete Information–Based Entropy Theory, Journal of Hydrologic Engineering, 10.1061/JHYEFF.HEENG-5978, 28, 10, (2023).
  • 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).

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