Abstract
Applying the concept of relative or cross-entropy and the principle of minimum cross-entropy, this study derives the velocity distribution in a wide open channel. Previous studies have employed Shannon entropy and the principle of maximum entropy to derive distributions of various flow variables, including velocity. Relative entropy is a generalized form of entropy and can specialize into Shannon entropy if the prior probability distribution is taken to be a uniform distribution. The prior distribution is often formulated, based on intuition, experience, or thought experiment. When deriving the velocity distribution in wide open channels, this study assumes four prior probability distributions and analyzes the effect of these assumed priors. It is found that a normal-type and a gamma-type prior can significantly influence the velocity profile, especially near the channel bed, and their prediction accuracies are superior to the previously obtained velocity distribution based on Shannon entropy. Furthermore, closed-form explicit analytical solutions are obtained for the nonlinear differential equations that arise while incorporating these priors. Experimental and field data are used to verify the derived velocity distributions, and an error analysis is carried out to evaluate their performance.
Similar content being viewed by others
References
Abbasbandy, S.: Homotopy analysis method for generalized Benjamin–Bona–Mahony equation. Z. für Angew. Math. Phys. 59(1), 51–62 (2008)
Abbasbandy, S., Shivanian, E., Vajravelu, K.: Mathematical properties of \(\hbar \)-curve in the frame work of the homotopy analysis method. Commun. Nonlinear Sci. Numer. Simul. 16(11), 4268–4275 (2011)
Adomian, G.: Solving Frontier Problems of Physics: The Decomposition Method, vol. 60. Springer, Berlin (2013)
Afzalimehr, H., Rennie, C.D.: Determination of bed shear stress in gravel-bed rivers using boundary-layer parameters. Hydrol. Sci. J. 54(1), 147–159 (2009)
Agnew, R.P.: Euler transformations. Am. J. Math. 66(2), 313–338 (1944)
Barbe, D.E., Cruise, J.F., Singh, V.P.: Solution of three-constraint entropy-based velocity distribution. J. Hydraul. Eng. 117(10), 1389–1396 (1991)
Blasius, H.: Das aehnlichkeitsgesetz bei reibungsvorgängen in flüssigkeiten. In: Mitteilungen über Forschungsarbeiten auf dem Gebiete des Ingenieurwesens, pp. 1–41. Springer, Berlin (1913)
Cheng, J., Cang, J., Liao, S.J.: On the interaction of deep water waves and exponential shear currents. Z. Angew. Math. Phys. 60(3), 450–478 (2009)
Chiu, C.L.: Entropy and probability concepts in hydraulics. J. Hydraul. Eng. 113(5), 583–600 (1987)
Chiu, C.-L.: Velocity distribution in open channel flow. J. Hydraul. Eng. ASCE 115(5), 576–594 (1989)
Chiu, C.L., Jin, W., Chen, Y.C.: Mathematical models of distribution of sediment concentration. J. Hydraul. Eng. 126(1), 16–23 (2000)
Chow, V.T.: Open Channel Hydraulics. McGraw-Hill Book Company, New York (1959)
Cui, H., Singh, V.P.: Two-dimensional velocity distribution in open channels using the Tsallis entropy. J. Hydrol. Eng. 18(3), 331–339 (2013)
Davoren, A.: Local scour around a cylindrical bridge pier. Publication No. 3 of the Hydrology Centre, Nat. Water and Soil Conservation Authority. Ministry of Works and Dev., Christchurch, New Zealand (1985)
Einstein, H.A., Chien, N.: Effects of heavy sediment concentration near the bed on the velocity and sediment distribution. M. R. D. Sediment Series No. 8 University of California, Berkeley (1955)
Hayat, T., Khan, M., Ayub, M.: On non-linear flows with slip boundary condition. Z. Angew. Math. Phys. 56(6), 1012–1029 (2005)
He, J.H.: Homotopy perturbation method: a new nonlinear analytical technique. Appl. Math. Comput. 135(1), 73–79 (2003)
Islam, S., Shah, A., Zhou, C.Y., Ali, I.: Homotopy perturbation analysis of slider bearing with Powell–Eyring fluid. Z. Angew. Math. Phys. 60(6), 1178 (2009)
Jaynes, E.T.: Information theory and statistical mechanics I. Phys. Rev. 106(4), 620–630 (1957a)
Jaynes, E.T.: Information theory and statistical mechanics II. Phys. Rev. 108(2), 171–190 (1957b)
Jaynes, E.T.: On the rationale of maximum entropy methods. Proc. IEEE 70(9), 939–952 (1982)
Karmishin, A.V., Zhukov, A.I., Kolosov, V.G.: Methods of Dynamics Calculation and Testing for Thin-Walled Structures. Mashinostroyenie, Moscow (1990)
Kapur, J. N., Kesavan, H. K.: Entropy optimization principles and their applications. In: Entropy and Energy Dissipation in Water Resources, pp. 3–20. Springer, Netherlands (1992)
Kesavan, H.K., Kapur, J.N.: On the families of solutions to generalized maximum entropy and minimum cross-entropy problems. Int. J. Gen. Syst. 16(3), 199–214 (1990)
Kullback, S.: Information Theory and Statistics. Wiley, New York (1959)
Kumbhakar, M., Ghoshal, K.: Two dimensional velocity distribution in open channels using Renyi entropy. Phys. A Stat. Mech. Appl. 450, 546–559 (2016a)
Kumbhakar, M., Kundu, S., Ghoshal, K., Singh, V.P.: Entropy-based modeling of velocity lag in sediment-laden open channel turbulent flow. Entropy 18(9), 318 (2016b)
Kumbhakar, M., Ghoshal, K., Singh, V.P.: Derivation of Rouse equation for sediment concentration using Shannon entropy. Phys. A Stat. Mech. Appl. 465, 494–499 (2017a)
Kumbhakar, M., Kundu, S., Ghoshal, K.: Hindered settling velocity in particle-fluid mixture: a theoretical study using the entropy concept. J. Hydraul. Eng. 143(11), 06017019 (2017b)
Kumbhakar, M., Ghoshal, K.: One-dimensional velocity distribution in open channels using Renyi entropy. Stoch. Environ. Res. Risk Assess. 31(4), 949–959 (2017c)
Kundu, S.: Derivation of Hunt equation for suspension distribution using Shannon entropy theory. Phys. A Stat. Mech. Appl. 488, 96–111 (2017)
Liao, S.: Beyond Perturbation: Introduction to the Homotopy Analysis Method. CRC Press, Boca Raton (2003)
Liao, S., Campo, A.: Analytic solutions of the temperature distribution in Blasius viscous flow problems. J. Fluid Mech. 453, 411–425 (2002)
Lyapunov, A.M.: General Problem on Stability of Motion (English translation). Taylor & Francis, London (1992)
Marini, G., De Martino, G., Fontana, N., Fiorentino, M., Singh, V.P.: Entropy approach for 2D velocity distribution in open-channel flow. J. Hydraul. Res. 49(6), 784–790 (2011)
Moramarco, T., Corato, G., Melone, F., Singh, V.P.: An entropy-based method for determining the flow depth distribution in natural channels. J. Hydrol. 497, 176–188 (2013)
Shannon, C.E.: A mathematical theory of communications, I and II. Bell Syst. Tech. J. 27, 379–423 (1948)
Singh, M.K., Chatterjee, A., Singh, V.P.: Solution of one-dimensional time fractional advection dispersion equation by homotopy analysis method. J. Eng. Mech. 143(9), 04017103 (2017). https://doi.org/10.1061/(ASCE)EM.1943-7889.0001318
Singh, V.P.: Entropy-Based Parameter Estimation in Hydrology. Kluwer, Boston (1998)
Singh, V.P.: Entropy Theory in Hydraulic Engineering: An Introduction, p. 785. ASCE Press, Reston (2014)
Singh, V.P.: Introduction to Tsallis Entropy Theory in Water Engineering, p. 434. CRC Press, Boca Raton (2016)
Singh, V.P., Luo, H.: Entropy theory for distribution of one dimensional velocity in open channels. J. Hydrol. Eng., 725–735 (2011). https://doi.org/10.1061/(ASCE)HE.1943-5584.0000363
Vajravelu, K., Van Gorder, R.: Nonlinear Flow Phenomena and Homotopy Analysis. Springer, Berlin (2013)
Van Gorder, R.A., Vajravelu, K.: Analytic and numerical solutions to the Lane–Emden equation. Phys. Lett. A 372(39), 6060–6065 (2008)
Vanoni, V.A.: Experiments on the transportation of suspended sediment by water. Ph.D. thesis, California Institute of Technology, Pasadina (1940)
von Karman, T.: Some aspects of the turbulence problem. In: MechEng, pp. 407–412 (1935)
Waldrip, S.H., Niven, R.K., Abel, M., Schlegel, M.: Maximum entropy analysis of hydraulic pipe flow networks. J. Hydraul. Eng. 142, 04016028 (2016)
Whitaker, N., Turkington, B.: Maximum entropy states for rotating vortex patches. Phys. Fluids 6(12), 3963–3973 (1994)
Wilson, A.G.: The use of the concept of entropy in system modelling. Oper. Res. Q. 21(2), 247–265 (1970)
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendix A: Convergence theorems for series solution Eq. (45)
Appendix A: Convergence theorems for series solution Eq. (45)
Theorem 1
If the homotopy series \(\sum \nolimits _{m=0}^\infty {w_{m}(\hat{y})} \) and \(\sum \nolimits _{m=0}^\infty {{w'}_{m}(\hat{y})} \) converge, then \(R_{m}\left( \vec {w}_{m-1} \right) \) given by Eq. (43) satisfies the relation \(\sum \nolimits _{m=1}^\infty {R_{m}\left( \vec {w}_{m-1} \right) } =0.\)
Proof
The auxiliary linear operator is defined as follows: \(\square \)
According to Eq. (36), we obtain
Adding all of the above terms, we get
As the series \(\sum \nolimits _{m=0}^\infty {w_{m}(\hat{y})} \) and \(\sum \nolimits _{m=0}^\infty {{w'}_{m}(\hat{y})} \) are convergent, \(\hbox {lim}_{m{\rightarrow }{\infty }}w_{m}\left( \hat{y} \right) =0\) and \(\hbox {lim}_{m{\rightarrow }{\infty }}{w'}_{m}\left( \hat{y} \right) =0\). Now, recalling the above summand and taking the limit, the required result follows as
Theorem 2
If \(\hslash \) is so properly chosen that the series \(\sum \nolimits _{m=0}^\infty {w_{m}(\hat{y})} \) and \(\sum \nolimits _{m=0}^\infty {{w'}_{m}(\hat{y})} \) converge absolutely to \(w(\hat{y})\) and \(w'(\hat{y})\), respectively, then the homotopy series \(\sum \nolimits _{m=0}^\infty {w_{m}(\hat{y})} \) satisfies the original governing Eq. (40).
Proof
We first recall the following definition: \(\square \)
Cauchy Product of two infinite series Let \(\sum \nolimits _{i=0}^\infty a_{i} \) and \(\sum \nolimits _{j=0}^\infty b_{j} \) be two infinite series of real/complex terms. Then, the Cauchy product of the above two series is defined by the discrete convolution as follows:
Therefore, using the above rule in relation to Eq. (43), we get
Theorem 1 shows that if \(\sum \nolimits _{m=0}^\infty {w_{m}(z)} \) and \(\sum \nolimits _{m=0}^\infty {{w'}_{m}(z)} \) converge, then \(\sum \nolimits _{m=1}^\infty {R_{m}\left( \vec {w}_{m-1} \right) } =0\).
Therefore, substituting the above expressions in Eq. (43) and simplifying further lead to
which is basically the original governing equation Eq. (40). Furthermore, subject to the initial condition \(w_{0}\left( 0 \right) =-1/2\) and the conditions for the higher-order deformation equation \({w}_{m}\left( 0 \right) =0\), for \(m\ge 1\), we easily obtain
Hence, the convergence result follows.
Rights and permissions
About this article
Cite this article
Kumbhakar, M., Ghoshal, K. & Singh, V.P. Application of relative entropy theory to streamwise velocity profile in open-channel flow: effect of prior probability distributions. Z. Angew. Math. Phys. 70, 80 (2019). https://doi.org/10.1007/s00033-019-1124-0
Received:
Revised:
Published:
DOI: https://doi.org/10.1007/s00033-019-1124-0
Keywords
- Open-channel flow
- Maximum entropy
- Probability distribution
- Velocity distribution
- Homotopy analysis method