Technical Papers
Jul 4, 2023

A Generalized Approach to Model One-Dimensional Nonmonotonous Distributions Using Renyi Entropy Theory with Applications to Open-Channel Turbulent Flows

Publication: Journal of Hydrologic Engineering
Volume 28, Issue 9

Abstract

In open-channel turbulent flows, nonmonotonous distributions (e.g., velocity with dip phenomenon and type-II profiles of suspension concentration distributions) need more careful and appropriate modeling approaches using entropy theory. All existing one-dimensional entropy theory-based models fail to predict such distributions. In this paper, a generalized approach to model the nonmonotonous one-dimensional distributions of certain properties (such as velocity dip phenomenon and type-II suspension distribution) of open-channel turbulent flows is proposed using Renyi entropy theory. This generalized approach is comprised of dividing the whole region of consideration into a finite number of subregions and employing the entropy-based approach to each of these subregions. Using a similar analogy of the principle of maximum entropy (POME), distribution models in one dimension are derived by maximizing the Renyi entropy subject to suitable constraints for all the subregions, and finally, each model of all subregions is combined using an asymptotic matching method to obtain the final single model valid for the whole flow region. This generalized approach is applied to study the vertical velocity distribution with dip phenomenon and type-II profile of sediment concentration distribution for open-channel turbulent flows. These derived models are validated with different sets of experimental data to show the efficiency of the approach. The results show that the proposed model is able to predict the maximum velocity below the free surface, unlike all previous 1D entropy-based velocity models. The results of the error analysis show that on an average, the mean absolute relative error and the root mean square error are reduced by 49% and 54%, respectively. Also, this study derives the very first models of type-II concentration using the entropy theory concept. Error analysis of the proposed type-II model shows that on an average, mean absolute relative error and root mean square error are reduced by 64% and 48%, respectively, compared to the deterministic models. The R2 values of these models were compared, which states that model efficiency can be improved, on average, up to 67% using the proposed methodology. Furthermore, it is found that errors of the velocity prediction from the model with a formula-based dip position are within 2% limit of the errors of velocity prediction with an observed dip position. Apart from these applications, this methodology can also be applied to study other nonmonotonous distributions (such as location of dip position, hindered settling velocity, etc.) that occur in hydrology, environmental engineering, and other fields using entropy theory.

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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.

Acknowledgments

The authors are thankful to all the reviewers, the Associate Editor, and the Editor for their fruitful and constructive comments that helped to improve the revised version.

References

Absi, R. 2011. “An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows.” J. Hydraul. Res. 49 (1): 82–89. https://doi.org/10.1080/00221686.2010.535700.
Ahamed, N., and S. Kundu. 2022. “Application of the fractional entropy for one-dimensional velocity distribution with dip-phenomenon in open-channel turbulent flows.” Stochastic Environ. Res. Risk Assess. 36 (5): 1289–1312. https://doi.org/10.1007/s00477-022-02210-5.
Almedeij, J. 2009. “Asymptotic matching with a case study from hydraulic engineering.” In Proc., 4th IASME/\WSEAS Int. Conf. on Water Resources, Hydraulics & Hydrology, 71–76. Cambridge, UK: Cambridge Univ.
Bouvard, M., and S. Petkovic. 1985. “Vertical dispersion of spherical, heavy particles in turbulent open channel flow.” J. Hydraul. Res. 23 (1): 5–20. https://doi.org/10.1080/00221688509499373.
Chiu, C., W. Jin, and Y. Chen. 2000. “Mathematical models for distribution of sediment concentration.” J. Hydraul. Eng. 126 (1): 16–23. https://doi.org/10.1061/(ASCE)0733-9429(2000)126:1(16).
Chiu, C. L. 1987. “Entropy and probability concepts in hydraulics.” J. Hydraul. Eng. 16 (9): 725–735.
Coleman, N. 1986. “Effects of suspended sediment on the open-channel velocity distribution.” Water Resour. Res. 22 (10): 1377–1384. https://doi.org/10.1029/WR022i010p01377.
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. 2014. “Suspended sediment concentration in open channels using Tsallis entropy.” J. Hydrol. Eng. 19 (5): 966–977. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000865.
Guo, J. 1998. “Turbulent velocity profile in clear water and sediment-laden flows.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Colorado State Univ.
Jaynes, E. 1957a. “Information theory and statistical mechanics: I.” Phys. Rev. 106 (4): 620–630. https://doi.org/10.1103/PhysRev.106.620.
Jaynes, E. 1957b. “Information theory and statistical mechanics: II.” Phys. Rev. 108 (2): 171–190. https://doi.org/10.1103/PhysRev.108.171.
Kironoto, B. 1993. “Turbulence characteristics of uniform and non-uniform rough open-channel flow.” Ph.D. thesis, Dept. of Civil Engineering, Swiss Federal Institute of Technology.
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., K. Ghoshal, and V. P. Sing. 2018a. “Suspended sediment concentration and discharge in open channels using Renyi entropy.” J. Hydrol. Eng. 23 (9): 04018038. https://doi.org/10.1061/(asce)he.1943-5584.0001687.
Kumbhakar, M., S. Kundu, and K. Ghoshal. 2017. “Hindered settling velocity in particle-fluid mixture: A theoretical study using the entropy concept.” J. Hydraul. Eng. 143 (11): 06017019. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001376.
Kumbhakar, M., S. Kundu, K. Ghoshal, and V. P. Singh. 2018b. “Entropy-based modeling of velocity lag in sediment-laden open channel turbulent flow.” Entropy 18 (9): 318. https://doi.org/10.3390/e18090318.
Kundu, S. 2015. “Theoretical study on velocity and suspension concentration in turbulent flow.” Ph.D. thesis, Dept. of Mathematics, Indian Institute of Technology Kharagpur.
Kundu, S. 2017a. “Derivation of different suspension equations in sediment-laden flow from Shannon entropy.” Stochastic Environ. Res. Risk Assess. 32 (2): 563–576. https://doi.org/10.1007/s00477-017-1455-3.
Kundu, S. 2017b. “Prediction of velocity-dip-position at the central section of open channels using entropy theory.” J. Appl. Fluid Mech. 10 (1): 221–229. https://doi.org/10.18869/ACADPUB.JAFM.73.238.26403.
Kundu, S. 2017c. “Prediction of velocity-dip-position over entire cross section of open channel flows using entropy theory.” Environ. Earth Sci. 76 (May): 1–16. https://doi.org/10.1007/s12665-017-6695-5.
Kundu, S., and K. Ghoshal. 2012a. “An analytical model for velocity distribution and dip-phenomenon in uniform open channel flows.” Int. J. Fluid Mech. Res. 39 (5): 381–395. https://doi.org/10.1615/InterJFluidMechRes.v39.i5.20.
Kundu, S., and K. Ghoshal. 2012b. “Velocity distribution in open channels: Combination of log-law and parabolic-law.” World Acad. Sci. Eng. Technol. 68 (May): 2151–2158. https://doi.org/10.5281/zenodo.1075428.
Luo, H., and V. 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.
Lyn, D. A. 1988. “A similarity approach to turbulent sediment- laden flows in open channels.” J. Fluid Mech. 193 (1): 1–26.
Michalik, A. 1973. “Density patterns of the inhomogeneous liquids in the industrial pipeline measured by means of radiometric scanning.” Houille Blanche 59 (May): 53–57. https://doi.org/10.1051/lhb/1973003.
Nash, J. E., and J. V. Sutcliffe. 1970. “River flow forecasting through conceptual models: Part I. A discussion of principles.” J. Hydrol. 10 (3): 282–290. https://doi.org/10.1016/0022-1694(70)90255-6.
Nezu, I., and W. Rodi. 1985. “Experimental study on secondary currents in open channel flow.” In Proc., 21th IAHR Congress, 115–119. Melbourne, Australia: IAHR.
O’Brien, M. P. 1933. “Review of the theory of turbulent flow and its relation to sediment-transportation.” Trans. Am. Geophys. Union 14 (1): 487–491. https://doi.org/10.1029/TR014i001p00487.
Patel, N., J. Shahi, and J. Guo. 2021. “Applications of second log-wake law for turbulent velocity distributions in laboratory flumes and natural rivers.” J. Hydraul. Eng. 147 (9): 1–8. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001924.
Renyi, A. 1961. “On measures of entropy and information.” In Proc., 4th Berkeley Symp. on Mathematical Statistics and Probability, Berkeley, 547–561. Berkeley, CA: Univ. of California Press.
Rouse, H. 1937. “Modern concepts of the mechanics of turbulence.” Trans. ASCE 102 (1): 463–543. https://doi.org/10.1061/TACEAT.0004872.
Shannon, C. E. 1948. “The mathematical theory of communications, I and II.” Bell Syst. Tech. J. 27 (Jan): 379–423. https://doi.org/10.1002/j.1538-7305.1948.tb01338.x.
Simons, D. B., and F. Senturk. 1992. Sediment transport technology. Littleton, CO: Water Resources.
Singh, V. P. 1996. Kinematic wave modeling in water resources: Environmental hydrology. New York: Wiley.
Singh, V. P. 1997. “The use of entropy in hydrology and water resources.” Hydrol. Proc. 11 (6): 587–626. https://doi.org/10.1002/(SICI)1099-1085(199705)11:6%3C587::AID-HYP479%3E3.0.CO;2-P.
Singh, V. P. 2011. “Hydrologic synthesis using entropy theory: Review.” J. Hydrol. Eng. 16 (5): 421–433. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000332.
Singh, V. P. 2016. Introduction to Tsallis entropy theory in water engineering. Boca Raton, FL: CRC Press.
Singh, V. P., and H. Luo. 2011. “Entropy theory for distribution of one-dimensional velocity in open channels.” J. Hydrol. Eng. 16 (9): 725–735. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000363.
Tsallis, C. 1988. “Possible generalization of Boltzmann-Gibbs statistics.” J. Stat. Phys. 52 (1–2): 479–487. https://doi.org/10.1007/BF01016429.
Wang, G., and J. Ni. 1990. “Kinetic theory for particle concentration distribution in two-phase flow.” J. Eng. Mech. 116 (12): 2738–2748. https://doi.org/10.1061/(ASCE)0733-9399(1990)116:12(2738).
Wang, Z., and N. Cheng. 2006. “Time-mean structure of secondary flows in open channel with longitudinal bedforms.” Adv. Water Resour. 29 (11): 1634–1649. https://doi.org/10.1016/j.advwatres.2005.12.002.
Yang, S., S. Tan, and S. 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).

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 28Issue 9September 2023

History

Received: Mar 9, 2022
Accepted: May 11, 2023
Published online: Jul 4, 2023
Published in print: Sep 1, 2023
Discussion open until: Dec 4, 2023

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Nizamuddin Ahamed [email protected]
Assistant Professor, Dept. of Mathematics, National Institute of Technology Jamshedpur, Jamshedpur, Jharkhand 831014, India; presently, Dept. of Mathematics, Triveni Devi Bhalotia College, Raniganj, West Bengal 713347, India. Email: [email protected]
Assistant Professor, Dept. of Mathematics, National Institute of Technology Jamshedpur, Jamshedpur, Jharkhand 831014, India (corresponding author). ORCID: https://orcid.org/0000-0003-3222-2022. Email: [email protected]

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