Ahmed, N. & Sunada, D.K. (1969). Nonlinear flow in porous media. J Hydraul Div, 95(6),1847–1858.
Bari, R. & Hansen, D. (2002). Application of gradually-varied flow algorithms to simulate buried streams. J Hydraul Res, 40(6), 673–683.
Bazargan, J. & Shoaei, SM. (2006). Discussion of ‘‘Application of gradually varied flow algorithms to simulate buried streams.’’ IAHR J Hydraulic Res, 44(1), 138–141.
Chau, K.W. (2007). A split-step particle swarm optimization algorithm in river stage forecasting. J Hydrol, 34, 131–135
Chaudhry, M.H. (2007). Open-channel flow. Second Edition, Springer Science & Business Media.
Chow, V. (1959). Open channel hydraulics. McGraw-Hill Book Company, New York.
Forchheimer, P.H. (1901). Wasserbewegun Durch Boden. Zeitschrift des Vereines Deutscher Ingenieure, 49, 1736-1749, 50, 1781-1788.
Hansen, D., Garga, V.K. & Townsend, D.R. (1995). Selection and application of a one-dimensional non-Darcy flow equation for two-dimensional flow through rockfill embankments. Can Geotech J, 32(2), 223–232.
Hosseini, S.M. (1997). Development of an unsteady non-linear model for flow through coarse porous media. Ph.D. Thesis. Dissertation University of Guelph. Canada.
Hosseini, S.M. & Joy, D.M. (2007). Development of an unsteady model for flow through coarse heterogeneous porous media applicable to valley fills. Int J River Basin Manag, 5(4), 253–265.
Leps, T.M. (1973). Flow through rockfill, Embankment-dam engineering: Casagrande volume, Hirschfeld, R.C. and Poulos, S.J. (Eds.), John Wiley & Sons.
Norouzi, H. & Bazargan, J. (2021). Effects of uncertainty in determining the parameters of the linear Muskingum method using the particle swarm optimization (PSO) algorithm. Journal of Water and Climate Change, 12(5), 2055-2067.
Norouzi, H., Bazargan, J., Azhang, F. & Nasiri, R. (2021). Experimental study of drag coefficient in non-darcy steady and unsteady flow conditions in rockfill. Stochastic Environ Res Risk Assess, 36, 543–562.
Norouzi, H. & Bazargan, J. (2020). Calculation of hydraulic gradient in horizontal non-homogeneous drained materials using particle swarm optimization (PSO) algorithm. Iranian Journal of Irrigation and Drainage, 14(4), 1152-1163. (In Persian)
Norouzi, H., Hasani, M.H., Bazargan, J. & Shoaei, SM. (2022). Estimating output flow depth from Rockfill Porous media. Water Supply, 22(2), 1796-1809.
Nujic´, M. (1995). Efficient implementation of non-oscillatory schemes for the computation of free-surface flows. J Hydraul Res, 33(1), 101–111.
Safarian, M., Norouzi, H., & Bazargan, J. (2021). Study of hydraulic gradient and velocity changes of unsteady flow through coarse porous media. Int J River Basin Manag, 20(4), 461–474.
Sedghi-Asl, M. & Rahimi, H. (2011). Adoption of Manning’s equation to 1D non-Darcy flow problems. J Hydraul Res, 49(6), 814–817.
Sidiropoulou, M.G., Moutsopoulos, K.N. & Tsihrintzis, V.A. (2007). Determination of Forchheimer equation coefficients a and b. Hydrol Proces: An Int J, 21(4), 534–554
Stephenson, D.J. (1979). Rockfill in hydraulic engineering. Elsevier scientific publishing compani, Distributors for the United States and Canada.
Subramanya, K. (2009). Flow in open channels. Third Edition, Tata McGraw-Hill Education.
Ward, J.C. (1964). Turbulent flow in porous media.
J Hydraul Div,
90(5),
https://doi.org/10.1061/ JYCEAJ.0001096.
Zhang, T., Du, Y., Huang, T., Yang, J., Lu, F. & Li, X. (2016). Reconstruction of porous media using ISOMAP-based MPS. Stoch Env Res Risk Assess, 30(1), 395–412
