TECHNICAL NOTES
Apr 15, 2011

Derivation of Power Law and Logarithmic Velocity Distributions Using the Shannon Entropy

Publication: Journal of Hydrologic Engineering
Volume 16, Issue 5

Abstract

Employing the Shannon entropy, this note derives the well-known power law and the Prandt–von Kármán universal (or logarithmic) velocity distribution equations for open channel flow. The Shannon entropy yields probability distributions underlying these velocity equations. With the use of this entropy, one obtains an expression for the power law exponent in physically measurable quantities (surface flow velocity and average logarithmic velocity) and an expression for shear flow depth in flow depth, surface flow velocity and shear velocity, thus obviating the need for fitting.

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References

Araujo, J. C., and Chaudhary, F. H. (1998). “Experimental evaluation of 2-D entropy model for open channel flow.” J. Hydraul. Eng., 124(10), 1064–1067.
Barbe, D. E., Cruise, J. F., and Singh, V. P. (1991). “Solution of three-constraint entropy-based velocity distribution.” J. Hydraul. Eng., 117(10), 1389–1396.
Chen, Y. C., and Chiu, C. L. (2004). “A fast method of flood discharge estimation.” Hydrol. Processes, 18, 167–1684.
Chiu, C. L. (1987). “Entropy and probability concepts in hydraulics.” J. Hydraul. Eng., 113(5), 583–600.
Chiu, C. L., and Abidin Said, C. A. (1995). “Maximum and mean velocities and entropy in open channel flow.” J. Hydraul. Eng., 121(1), 26–35.
Chiu, C. L., and Hsu, S. M. (2006). “Probabilistic approach to modeling of velocity distributions in fluid flows.” J. Hydrol. (Amsterdam), 316, 28–42.
Chiu, C. L., and Murray, D. W. (1992). “Variation of velocity distribution along nonuniform open-channel flow.” J. Hydraul. Eng., 118(7), 989–1001.
Chiu, C. L., and Tung, N. C. (2002). “Maximum velocity and regularities in open channel flow.” J. Hydraul. Eng., 128(4), 390–398.
Choo, T. H. (2000). “An efficient method of the suspended sediment-discharge measurement using entropy concept.” Water Engineering Research, 1(2), 95–105.
Dingman, S. L. (1989). “Probability distribution of velocity in natural channel cross sections.” Water Resour. Res., 25(3), 509–518.
Einstein, H. A., and Chien, N. (1955). “Effects of heavy sediment concentration near the bed on velocity and sediment distribution.” Rep. No. 8, M.R.D. Sediment Series, U.S. Army Corps of Engineers, Omaha, NE.
Jaynes, E. T. (1957a). “Information theory and statistical mechanics, I.” Phys. Rev., 106, 620–630.
Jaynes, E. T. (1957b). “Information theory and statistical mechanics, II.” Phys. Rev., 108, 171–190.
Jaynes, E. T. (1982). “On the rationale of maximum entropy methods.” Proc., IEEE, 70, 939–952.
Roberson, J. A., Cassidy, J. J., and Chaudhry, H. H. (1998). Hydraulic engineering, 2nd Ed., Wiley, New York.
Schlichting, H. (1968). Boundary layer theory, 6th Ed., McGraw-Hill, New York.
Shannon, C. E. (1948). “A mathematical theory of communications, I and II.” Bell Syst. Tech. J., 27, 379–443.
Singh, V. P. (1996). Kinematic wave modeling in water resources: Surface water hydrology, Wiley, New York.
Singh, V. P. (1998). Entropy-based parameter estimation in hydrology, Kluwer Academic, Dordrecht, Netherlands.
Xia, R. (1997). “Relation between mean and maximum velocities in a natural channel.” J. Hydraul. Eng., 123(8), 720–723.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 16Issue 5May 2011
Pages: 478 - 483

History

Received: Nov 9, 2009
Accepted: Sep 25, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011

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Authors

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Vijay P. Singh, F.ASCE [email protected]
Caroline and William N. Lehrer Distinguished Chair and Professor, Dept. of Biological and Agricultural Engineering and Dept. of Civil and Environmental Engineering, Texas A & M Univ., College Station, TX 77843-2117. E-mail: [email protected]

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