Abril, J. B. (2002). Overbank flood routing analysis applying jointly variable parameter diffusion and depth-averaged flow finite element models. Proceedings of the International Conference on Fluvial Hydraulics. Belgium. 161-167.
Anderson, M., Woessner, W., & Hunt, R. (2015), Applied Groundwater Modeling Second Edition: Simulation of Flow and advective Transport in 2nd. Academic Press, 133-135.
Ayoubzadeh, S. A., & Zahiri, A. (2003). New method of envelope sections in studying of flow hydraulics of river compound channels using 2-D model. International Journal of Engineering Science. 14(2), 103-116. (In Persian)
Barzegaran, M., Mehdizadeh, H., & Pour Esmail, S. (2017). Numerical analysis of bed sediment with shallow water equations using reinforced Riemann method, 2nd International Conference on Civil Engineering, Architecture and Crisis Management, Tehran.
Bates, P. O., Hervouet, J. M., & Anderson, M. G., (1994). Computation of a flood event using a two dimensional finite element model and its
comparison to field data. American Society of
Civil Engineers, New York, 243-256.
Behzadi, F., & Newman III, J. C. (2020). An exact source-term balancing scheme on the finite element solution of shallow water equations. Computer Methods in Applied Mechanics and Engineering, 359, 112662.
Berger R. C. & Stockstill R. L. (1995). Finite-Element Model for High-Velocity Channel. Journal of Hydraulic Engineering, 121(10), 710-716.
Deymevar, S and Akbarpour, A. (2017). Modeling Dam Failure Using Petrov-Galerkin meshless Method and Shallow Water Equations, Master Thesis, University of Birjand, Birjand, Iran.
Fread, D. L. (1985). Channel routing. Hydrological forecasting/edited by MG Anderson and TP Burt.
Gee, D.M., Anderson, M.G., & Baird, L. (1990). Large scale floodplain modelling Earth Surface, Processes and Landforms, 15,512-523
Ghobadian, R., & Mehrmousavi, Z. (2019). Numerical Simulation of Strip Irrigation Using Solving Shallow Water Equations in Two-Dimensional Line Curve Coordinates, First International Congress and Fourth National Iranian Irrigation and Drainage Congress, Urmia.
Izem, N., & Seaid, M. (2021). A well-balanced Runge-Kutta discontinuous Galerkin method for multilayer shallow water equations with non-flat bottom topography. Advances in Applied Mathematics and Mechanics. 14(3): 725-758.
Khorashadizadeh, M., Azizyan, G., Hashemimanfared, S. A., & Akbarpour, A. (2018). Sensitivity analysis of two-dimensional pollution transport model parameters in shallow water using RSA method. Iranian Journal Soil Water Research, 49(5), 1119-1129.
Rates, P.D., & Wilson, C.A.M.E., Hervouet, J. M., & Stewart, M. D. (1999). Two dimensional finite element modelling of floodplain flow, Environment, 85(3-4), 82-88.
Shiono, K., & Knight, D.W. (1991). Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanic. 222, 617-646.
Vreugdenhil, C. B. (1994). Numerical Methods for Shallow-Water Flow (Vol. 13). Springer Science & Business Media.