Abstract
To predict velocity field in narrow open channels, the Tsallis entropy based on probability has been developed in this paper. Given a definition of the Tsallis entropy, it is maximized by using the probability density function, which then is used to attain a velocity distribution equation. This is then employed for calculating the velocity distribution in narrow open channel under a wide range of discharge and water depth, and finally, for viability, these calculations are compared with some relevant field experimental results. By comparing the actual field data and the model results for estimating velocity distribution, this study highlights the application of the Tsallis entropy concept to predict it in narrow open channels. The obtained results showed that this theoretically generated equation is efficient for predicting the velocity distribution in narrow open channels with the maximum velocity taking place below the free surface.
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References
Absi, R. (2011). “An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows.” J. Hydr. Res., Vol. 49, No. 1, pp. 82–89.
Bayazit, M. (1983). “Flow structure and sediment transport mechanics in steep channels.” Proc. Euromech 156: Mech. of Sediment Transport, pp. 197–206.
Bonakdari, H., Larrarte, F., Lassabatere, L., and Joannis, C. (2008). “Turbulent velocity profile in fully-developed open channel flows.” Environ. Fluid Mech., Vol. 8, No. 1, pp. 1–17.
Cardoso, A. H., Graf, W. H., and Gust, G. (1989). “Uniform flow in a smooth open channel.” J. Hydr. Res., Vol. 27, No. 5, pp. 603–616.
Cebeci, T. and Smith, A. M. O. (1974). Analysis of turbulent boundary layers, Academic Press, New York.
Chen, Y. C. and Chiu, C. L. (2002). “An efficient method of discharge measurements in tidal streams.” J. Hydrol., Vol. 265, Nos. 1–4, pp. 212–224.
Chen, Y. C. and Chiu, C. L. (2004). “A fast method of flood discharge estimation.” Hydrol. Process., Vol. 18, No. 9, pp. 1671–1684.
Chiu, C. L. (1987). “Entropy and probability concept in hydraulics.” J. Hydr. Eng., Vol. 113, No. 5, pp. 583–600.
Chiu, C. L. (1988). “Entropy and 2-D velocity distribution in open channels.” J. Hydr. Eng., Vol. 114, No. 7, pp. 738–756.
Chiu, C. L. (1989). “Velocity distribution in open channel flow.” J. Hydr. Eng., Vol. 115, No. 5, pp. 576–594.
Chiu, C. L. (1991). “Application of entropy concept in open-channel flow study.” J. Hydr. Eng., Vol. 117, No. 5, pp. 615–628.
Chiu, C. L. and Chiou J. D. (1986). “Structure of 3-D flow in rectangular open-channels.” J. Hydr. Eng., Vol. 112, No. 11, pp. 1050–1068.
Chiu, C. L. and Hsu, S. L. (2006). “Probabilistic approach to modeling of velocity distribution in fluid flows.” J. Hydrol., Vol. 316, Nos. 1–4, pp. 28–42.
Chiu, C. L., Hsu, S. M., and Tung, N. C. (2005). “Efficient methods of discharge measurement in rivers and stream based on the probability concept.” Hydrol. Process., Vol. 19, No. 20, pp. 3935–3946.
Choo, T. H., Jeong, I. J., Chae, S. K., Yoon, H. C., and Son, H. S. (2011). “A study on the derivation of a mean velocity formula from Chiu’s velocity formula and bottom shear stress.” Hydrol. Earth Syst. Sci. Discuss., Vol. 8, No. 4, pp. 6419–6442.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Coleman, N. L. and Alonso, C. V. (1983). “Two dimensional channel flows over rough surfaces.” J. Hydr. Eng., Vol. 109, No. 2, pp. 175–188
Coles, D. (1956). “The low of the wake in the turbulent boundray layer.” J. Fluid Mech., pp. 191–226.
Guo, J. and Julien, P. Y. (2008). “Application of the modified log-wake law in open-channels.” J. Appl. Fluid Mech., Vol. 1, No. 2, pp. 17–23.
Guo, J., Julien, P. Y., and Meroney, R. N. (2005). “Modified log-wake law in zero-pressure-gradient turbulent boundary layers.” J. Hydr. Res., Vol. 43, No. 4, pp. 421–430.
Jaynes, E. T. (1957a). “Information theory and statistical mechanics, I.” Phys. Rev., Vol. 106, No. 4, pp. 620–630.
Jaynes, E. T. (1957b). “Information and statistical mechanics, II.” Phys. Rev., Vol. 108, No. 2, pp. 171–190.
Jaynes, E. T. (1982). “On the rationale of maximum entropy methods.” Proc. IEEE., Vol. 70, No. 9, pp. 939–952.
Kamphuis, J. W. (1974). “Determination of sand roughness for fixed beds.” J. Hydr. Res., Vol. 12, No. 2, pp. 193–203.
Kirkgöz, S. (1989). “Turbulent velocity profiles for smooth and rough open channel flow.” J. Hydr. Eng., Vol. 115, No. 11, pp. 1543–1561.
Klebanoff, P. S. (1954). “Characteristics of turbulence in a boundary layer with zero pressure gradient.” NACA Technical Notes, US.
Kundu, A. and Ghoshal, K. (2012). “An analytical model for velocity distribution and dip-phenomenon in uniform open channel flows.” Inter. J. Fluid Mech. Res., Vol. 39, No. 5, pp. 381–395.
Larrarte, F. (2006). “Velocity fields within sewers: An experimental study.” Flow Measurement Inst., Vol. 17, No. 5, pp. 282–290.
Lassabatere, L., Pu, J., Bonakdari, H., Joannis, C., and Larrarte, F. (2013). “Velocity distribution in open channel flows: Analytical approach for the outer region.” J. Hydr Eng., Vol. 139, No. 1, pp. 37–43.
Luo, H. and Singh, V. (2011). “Entropy theory for two-dimensional velocity distribution.” J. Hydrol. Eng., Vol. 16, No. 4, pp. 303–315.
Maszczyk, T. and Dush, W. (2008). “Comparison of shannon, renyi and tsallis entropy used in decision trees.” Lecture Notes in Computer Science 2008 5097/2008, pp. 43–651.
Naot, D., Nezu, I., and Nakagawa, H. (1993). “Hydrodynamic behavior of compound rectangular open channels.” J. Hydr. Eng., Vol. 119, No. 3, pp. 391–408.
Nezu, I. and Rodi, W. (1985). “Experimental study on secondary currents in open channel flow.” Proc. 21st Congress of IAHR, Melbourne, pp. 115–119.
Nezu, I. and Nakagawa, H. (1993). Turbulence in open-channel flows. IAHR-Monograph, Balkema.
Nezu, I. and Naot, D. (1995). “Turbulence structure and secondary currents in compound open channel flows with variable depth flood plains.” 10th Symp. on Turbulence Shear Flows, pp. 7–12.
Nezu, I. and Rodi, W. (1986). “Open-channel flow measurements with a laser Doppler anemometer.” J. Hydr. Eng., Vol. 112, No. 5, pp. 335–355.
Nezu, I., Nakagawa, H., and Tominaga, A. (1985). “Secondary currents in a straight channel flow and the relation to its aspect ratio.” Turbulent Shear Flows 4, pp. 246–260.
Nezu, I., Tominaga, A., and Nakagawa, H. (1993). “Field measurements of secondary currents in straight rivers.” J. Hydr. Eng., Vol. 119, No. 5, pp. 598–614.
Pollert, J. and Bares, V. (2002). “Determination of velocity fields in a circular sewer.” International Conference on Sewer Operation and Maintenance 2002, Bradford, UK.
Prandtl, L. (1932).“Zur turbulenten strömun in rohren und läns platten.” Erebnisse der Aerodynamischen zu Göttingen 4, pp. 18–29.
Rahimpour, M. and Maghrebi, M. F. (2006). “Prediction of stagedischarge curves in open-channels using a fixed-point velocity measurement.” Flow Meas. Instrum., Vol. 17, pp. 276–281.
Ramana Prasada, B. V. (1991). Velocity, shear and friction factor studies in rough rectangular open channels for supercritical flow, PhD Thesis, Indian Institute of Science, Bangalore, India.
Sarma, K. V. N., Lakshminarayana, P., and Rao, N. S. L. (1983). “Velocity distributions in smooth rectangular open channels.” J. Hydr. Eng., Vol. 109, No. 2, pp. 270–289.
Shannon, C. E. (1948). “A mathematical theory of communication.” Bell Syst. Tech. J., Vol. 27, pp. 379–423.
Shiono, K. and Feng, T. (2003). “Turbulent measurements of dye concentration and effects of secondary flow on distribution in open channel flows.” J. Hydr. Eng., Vol. 129, No. 5, pp. 373–384.
Shiono, K., Scotte, C. F., and Kearney, D. (2003). “Prediction of solute transport in a compound channel using turbulence models.” J. Hydr. Res., Vol. 41, No. 3, pp. 247–258.
Sill, B. L. (1982). “New flat plate turbulent velocity profiles.” J. Hydr. Eng., Vol. 108, No. 1, pp. 1–15.
Singh, V. P. (1997). “The use of entropy in hydrology and water resources.” Hydrological Proc., Vol. 11, No. 6, pp. 587–626.
Song, T., Graf, W. H., and Lemin, U. (1994). “Uniform flow in open channels with movable gravel bed.” J. Hydr. Res., Vol. 32, No. 6, pp. 861–876.
Steffler, P. M., Rajaratnam, N., and Peterson, A. W. (1985). “LDA measurements in open channel flow.” J. Hydr. Eng., Vol. 111, No. 1, pp. 119–130.
Termini, D. and Greco, M. (2006). “Computation of flow velocity in rough channels.” J. Hydr. Res., Vol. 44, No. 6, pp. 777–784.
Tominaga, A. and Nezu, I. (1991). “Turbulent structure in compound open-channel flows.” J. Hydr. Eng., Vol. 117, No. 1, pp. 21–41.
Townsend, A. A. (1956). The structure of turbulent shear flow, Cambridge University Press.
Tsallis, C. (1988). “Possible generalization of Boltzmann-Gibbs statistics.” J. Statistical Phys., Vol. 52, Nos. 1–2, pp. 479–487.
Vedula, S. and Achanta, R. R. (1985). “Bed shear from velocity profiles: A new approach.” J. Hydr. Eng., Vol. 111, No. 1, pp. 131–143.
Von Kármán, T. (1930). “Mechanische ähnlichkeit und turbulenz.” Göttiner Nachríchten, Math. Phys. Klasse., pp. 58–60.
Wills, J. C. (1985). “Near-bed velocity distribution.” J. Hydr. Eng., Vol. 111, No. 5, pp. 741–753.
Wu, X. (2003). “Calculation of maximum entropy densities with application to income distribution.” J. Econometrics. Vol. 115, No. 2, pp. 347–354.
Xinyu, L., Zengnan, D., and Changzhi, C. (1995). “Turbulent flow in smooth-wall open channels with different slopes.” J. Hydr. Res., Vol. 33, No. 5, pp. 333–347.
Zanoun, E. S., Durst, F., and Nagib, H. (2003). “Evaluating the law of the wall in two-dimensional fully developed turbulent channel flows.” Phys. Fluids., Vol. 15, No. 10, pp. 1–11.
Zippe, H. J. and Graf, W. H. (1983). “Turbulent boundary layer flow over permeable and non-permeable rough surfaces.” J. Hydr. Res., Vol. 21, No. 1, pp. 51–65.
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Bonakdari, H., Moazamnia, M. Modeling of velocity fields by the entropy concept in narrow open channels. KSCE J Civ Eng 19, 779–789 (2015). https://doi.org/10.1007/s12205-013-0173-8
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DOI: https://doi.org/10.1007/s12205-013-0173-8