Technical Papers
Dec 30, 2014

Fractional Governing Equations of Diffusion Wave and Kinematic Wave Open-Channel Flow in Fractional Time-Space. I. Development of the Equations

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 9

Abstract

In this study the fractional governing equations for diffusion wave and kinematic wave approximations to unsteady open-channel flow in prismatic channels in fractional time-space were developed. The governing fractional equations were developed from the mass and motion conservation equations in order to provide a physical basis to these equations. A fractional form of the resistance formula for open-channel flow was also developed. Detailed dimensional analyses of the derived equations were then performed in order to ensure dimensional consistency of the derivations. It is shown that these fractional equations of unsteady open-channel flow are fundamentally nonlocal in terms of nonlocal fluxes. The derived fractional governing equations of diffusion wave and kinematic wave open-channel flow can accommodate both the long-memory nonlocal behavior of open-channel flow as well as its local, finite memory behavior, as is numerically demonstrated in the accompanying paper by the authors.

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References

Baumer, B., Benson, D., and Meerschaert, M. M. (2005). “Advection and dispersion in time and space.” Physica A, 350(2–4), 245–262.
Benson, D. A., Wheatcraft, S. W., and Meerschaert, M. M. (2000a). “Application of a fractional advection-dispersion equation.” Water Resour. Res., 36(6), 1403–1412.
Benson, D. A., Wheatcraft, S. W., and Meerschaert, M. M. (2000b). “The fractional-order governing equation of Levy motion.” Water Resour. Res., 36(6), 1413–1423.
Blank, L. (1996). “Numerical treatment of differential equations of fractional order.” Numerical Analysis Rep. No. 287, Manchester Center for Computational Mathematics, U.K.
Chaudhry, M. H. (2008). Open-channel flow, Springer, New York.
Chow, V.-T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Delleur, J. W. (1973). Advanced hydrology lecture notes, Purdue Univ. School of Civil Engineering, West Lafayette, IN.
Deng, Z-Q., Bengtsson, L., and Singh, V. P. (2006a). “Parameter estimation for fractional dispersion model for rivers.” Environ. Fluid Mech., 6(5), 451–475.
Deng, Z-Q., de Lima, J. L. M. P., de Lima, M. I. P., and Singh, V. P. (2006b). “A fractional dispersion model for overland solute transport.” Water Resour. Res., 42(W03416), 1–14.
Deng, Z-Q., de Lima, J. L. M. P., and Singh, V. P. (2005). “Fractional kinetic model for first flush of stormwater pollutants.” J. Environ. Eng., 232–241.
Deng, Z-Q., Singh, V. P., and Bengtsson, L. (2004). “Numerical solution of fractional advection-dispersion equation.” J. Hydraul. Eng., 422–431.
Ercan, A., and Kavvas, M. L. (2015). “Fractional governing equations of diffusion wave and kinematic wave open-channel flow in fractional time-space. II. Numerical simulations.” J. Hydrol. Eng., 04014097.
Hurst, H. E. (1951). “Long-term storage capacity of reservoirs.” Trans. Am. Soc. Civ. Eng., 116, 770–799.
Johnson, H. E. (2001). “Predicting river travel time from hydraulic characteristics.” J. Hydraul. Eng., 911–918.
Kavvas, M., Kim, S., and Ercan, A. (2014). “Fractional ensemble average governing equations of transport by time-space nonstationary stochastic fractional advective velocity and fractional dispersion. I: Theory.” J. Hydrol. Eng., 04014039.
Kim, S., and Kavvas, M. L. (2006). “Generalized Fick’s law and fractional ADE for pollution transport in a river: Detailed derivation.” J. Hydrol. Eng., 80–83.
Klemes, V. (1974). “The Hurst phenomenon: A puzzle?” Water Resour. Res., 10(4), 675–688.
Lawrance, A. J., and Kottegoda, N. T. (1977). “Stochastic modelling of river-flow time series.” J. R. Stat. Soc., Ser. A, 140, 1–47.
Mandelbrot, B. B., and Wallis, J. R. (1968). “Noah, Joseph, and operational hydrology.” Water Resour. Res., 4(5), 909–918.
McLeod, A. I., and Hipel, K. W. (1978). “Preservation of the rescaled adjusted range: 1. A reassessment of the Hurst phenomenon.” Water Resour. Res., 14(3), 491–508.
Meerschaert, M. M., Benson, D. A., and Baumer, B. (1999). “Multidimensional advection and fractional dispersion.” Phys. Rev. E, 59(5), 5026–5028.
Meerschaert, M. M., Benson, D. A., Scheffler, H. P., and Baumer, B. (2002). “Stochastic solution of space-time fractional diffusion equations.” Phys. Rev. E, 65(4), 041103-1–04113–4.
Nordin, C. F., McQuivey, R. S., and Mejia, J. M. (1972). “Hurst phenomenon in turbulence.” Water Resour. Res., 8(6), 1480–1486.
Nordin, C. F., and Sabol, G. V. (1974). “Empirical data on longitudinal dispersion in rivers.”, USGS, Reston, VA.
Nordin, C. F., and Troutman, B. M. (1980). “Longitudinal dispersion in rivers: The persistence of skewness in observed data.” Water Resour. Res., 16(1), 123–128.
Odibat, Z. M., and Momani, S. (2008). “An algorithm for the numerical solution of differential equations of fractional order.” J. Appl. Math. Inf., 26(1–2), 15–27.
Odibat, Z. M., and Shawagfeh, N. T. (2007). “Generalized Taylor formula.” Appl. Math. Comput., 186(1), 286–293.
Schumer, R., Benson, D. A., Meerschaert, M. M., and Wheatcraft, S. W. (2001). “Eulerian derivation for the fractional advection-dispersion equation.” J. Contam. Hydrol., 48(1–2), 69–88.
Vazquez, L. (2011). “From Newton’s equation to fractional diffusion and wave equations.” Adv. Differ. Equ., 2011, 169421.
Wheatcraft, S. W., and Meerschaert, M. M. (2008). “Fractional conservation of mass.” Adv. Water Resour., 31(10), 1377–1381.
Woolhiser, D. A. (1974). “Simulation of unsteady flow.” Proc., Institute on Unsteady Flow in Open Channels, Water Resources Publications, Ft. Collins, CO, 195–213.
Yen, B. C. (1973). “Open-channel flow equations revisited.” ASCE J. Eng. Mech. Div., 99(5), 979–1009.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 9September 2015

History

Received: Dec 28, 2013
Accepted: Oct 30, 2014
Published online: Dec 30, 2014
Discussion open until: May 30, 2015
Published in print: Sep 1, 2015

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M. L. Kavvas, F.ASCE [email protected]
Professor, Hydrologic Research Laboratory, J.Amorocho Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author). E-mail: [email protected]
A. Ercan, M.ASCE [email protected]
Assistant Project Scientist, J.Amorocho Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. E-mail: [email protected]

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