Bari, R., and Hansen, D. (2002). Application of gradually-varied flow algorithms to simulate buried streams. Journal of Hydraulic Research, 40(6), 673-683.
Bazargan, J., and Shoaei, S. M. (2006). Application of gradually varied flow algorithms to simulate buried streams.advection‐dispersion equation. Water resources research, 36(6), 1403-1412.
Benson, D. A., Wheatcraft, S. W., and Meerschaert, M. M. (2000). Application of a fractional advection dispersion equation. Water resources research, 36(6), 1403-1412.
Cooke, R. A., Badiger, S., and Garcı́a, A. M. (2001). Drainage equations for random and irregular tile drainage systems. Agricultural Water Management, 48(3), 207-224.
Ding, Z., Xiao, A., and Li, M. (2010). Weighted finite difference methods for a class of space fractional partial differential equations with variable coefficients. Journal of Computational and Applied Mathematics, 233(8), 1905-1914.
Harr, M. E. (1963). Groundwater and seepage. Soil Science, 95(4), 289.
Huang, Q., Huang, G., and Zhan, H. (2008). A finite element solution for the fractional advection–dispersion equation. Advances in Water Resources, 31(12), 1578-1589.
Kavvas, M. L., and Ercan, A. (2014). Fractional governing equations of diffusion wave and kinematic wave open-channel flow in fractional time-space. I. Development of the equations. Journal of Hydrologic Engineering, 20(9), 04014096.
Martinez, F. S. J., Pachepsky, Y. A., and Rawls, W. J. (2010). Modelling solute transport in soil columns using advective–dispersive equations with fractional spatial derivatives. Advances in engineering software, 41(1), 4-8.
Moutsopoulos, K. N. (2009). Exact and approximate analytical solutions for unsteady fully developed turbulent flow in porous media and fractures for time dependent boundary conditions. Journal of Hydrology, 369(1-2), 78-89.
Oldham, K., and Spanier, J. (1974). The fractional calculus theory and applications of differentiation and integration to arbitrary order (Vol. 111). Elsevier.
Parkin, A. K. (1963). Rockfill Dams with Inbuilt Spillways: Hydraulic Characteristics. Water Research Foundation of Australia.
Pavlovsky, N. N. (1956). Collected works, Izd. AN SSSR Moscow–Leningrad, USSR.
Podlubny, I. (1998). Fractional differential equations: an introduction to fractional derivatives, fractional differential equations, to methods of their solution and some of their applications (Vol. 198). Elsevier.
Reddi, L. N. (2003). Seepage in soils: principles and applications. John Wiley & Sons.
Sarkhosh, P., Samani, J. M. V., and Mazaheri, M. (2017). A one-dimensional flood routing model for rockfill dams considering exit height. Proceedings of the Institution of Civil Engineers-Water Management 171(1), 42-51.
Schumer, R., Benson, D. A., Meerschaert, M. M., and Wheatcraft, S. W. (2001). Eulerian derivation of the fractional advection–dispersion equation. Journal of contaminant hydrology, 48(1-2), 69-88.
Sedghi-Asl, M., and Ansari, I. (2016). Adoption of Extended Dupuit–Forchheimer Assumptions to Non-Darcy Flow Problems. Transport in Porous Media, 113(3), 457-469.
Sedghi-Asl, M., Farhoudi, J., Rahimi, H., and Hartmann, S. (2014b). An analytical solution for 1-D non-Darcy flow through slanting coarse deposits. Transport in porous media, 104(3), 565-579.
Sedghi-Asl, M., Rahimi, H., Farhoudi, J., Hoorfar, A., and Hartmann, S. (2014a). One-dimensional fully developed turbulent flow through coarse porous medium. Journal of Hydrologic Engineering, 19(7), 1491-1496.
Stephenson, D. J. (1979). Rockfill in hydraulic engineering (Vol. 27). Elsevier.
Wheatcraft, S. W., and Meerschaert, M. M. (2008). Fractional conservation of mass. Advances in Water Resources, 31(10), 1377-1381.
Wilkins, J. K. (1955). Flow of water through rock fill and its application to the design of dams. New Zealand Engineering, 10(11), 382.
Zhou, H. W., and Yang, S. (2018). Fractional derivative approach to non-Darcian flow in porous media. Journal of hydrology, 566, 910-918.