[Abbot M. B. (1979) Computational hydraulics - elements of the theory of free surface flow, Pitman.]Search in Google Scholar
[Bale D. S., LeVeque R. J., Mitran S., Rossmanith J. A. (2002) A wave propagation method for conservation laws and balance laws with spatially varying flux functions, SIAM, J. Sci. Comput., 24 (3), 995-978.]Search in Google Scholar
[Bates P. D., Horrit M. S., Fewtrell T. J. (2010) A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling, Journal of Hydrology, 387, 33-45.10.1016/j.jhydrol.2010.03.027]Search in Google Scholar
[Begnudelli L., Sanders B. F. (2006) Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying, Journal of Hydraulic Engineering, 132 (4), 371-384.10.1061/(ASCE)0733-9429(2006)132:4(371)]Search in Google Scholar
[Cunge J. A. (1975) Two-dimensional modeling of flood plains. [In]: K. Mahmood, and V. Yevjevich (eds.), Unsteady flow in open channels, vol. II, Water Resources Publications, Collins, Colorado, USA, 705-762.]Search in Google Scholar
[Fletcher C. A. J. (1991) Computational techniques for fluid dynamics, vol. I, Springer-Verlag.10.1007/978-3-642-58239-4]Search in Google Scholar
[Gąsiorowski D.(2011) Solution of the dike-break problem using finite volume method and splitting technique, TASK Quarterly, 15 (3-4), 251-270.]Search in Google Scholar
[Gąsiorowski D. (2013) Analysis of floodplain inundation using 2D nonlinear diffusive wave equation solved with splitting technique, Acta Geophysica, 61 (3), 668-689.10.2478/s11600-012-0087-8]Search in Google Scholar
[Gąsiorowski D. (2014) Impact of diffusion coefficient averaging on solution accuracy of the 2D nonlinear diffusive wave equation for floodplain inundation, Journal of Hydrology, 517, 923-935.10.1016/j.jhydrol.2014.06.039]Search in Google Scholar
[Gourgue O., Comblen R., Lambrechts J., Kärnä T., Legat V., Deleersnijder (2009) A flux-limiting wetting-drying method for finite-element shallow-water models, with application to the Scheldt Estuary, Advances in Water Resources, 32, 1726-1739.10.1016/j.advwatres.2009.09.005]Search in Google Scholar
[Heniche M., Secretan Y., Boudreau P., Leclerc M. (2000) A two-dimensional finite drying-wetting shallow water model for rivers and estuaries, Advances in Water Resources, 23, 359-372.10.1016/S0309-1708(99)00031-7]Search in Google Scholar
[Horritt M. S. (2002) Evaluating wetting and drying algorithms for finite element models of shallow water flow, International Journal for Numerical Methods in Engineering, 55, 835-851.10.1002/nme.529]Search in Google Scholar
[Horrit M. S., Bates P. D. (2002) Evaluation of 1D and 2D numerical models for predicting river flood inundation, Journal of Hydrology, 268, 87-99.10.1016/S0022-1694(02)00121-X]Search in Google Scholar
[Hromadka T. V. (1985) Predicting Dam-Break Flood Depths Using A One-Dimensional Diffusion Model, Microsoftware For Engineers, 1 (1), 22-31.]Search in Google Scholar
[Hromadka T. V., Yen C. C. (1986) A diffusion hydrodynamic model (DHM), Advances in Water Resources, 9, 118-170.10.1016/0309-1708(86)90031-X]Search in Google Scholar
[Hsu M. H., Chen S. H., Chang T. J. (2000) Inundation simulation for urban drainage basin with storm sewer system, Journal of Hydrology, 234, 21-37.10.1016/S0022-1694(00)00237-7]Search in Google Scholar
[Lal A. M.W. (1998) Performance comparison of overland flow algorithms, Journal of Hydraulic Engineering, 124 (4), 342-349.10.1061/(ASCE)0733-9429(1998)124:4(342)]Search in Google Scholar
[LeVeque R. J. (2002) Finite volume methods for hyperbolic problems, Cambrige University Press.10.1017/CBO9780511791253]Search in Google Scholar
[LeVeque R. J. (1997)Wave Propagation Algorithms for Multidimensional Hyperbolic Systems, Journal of Computational Physics, 131, 327-353.10.1006/jcph.1996.5603]Search in Google Scholar
[Liang Q., Borthwick A. G. L. (2009) Adaptive quadtree simulation of shallow flow with wet-dry fronts over complex topography, Computers and Fluids, 38, 221-234.10.1016/j.compfluid.2008.02.008]Search in Google Scholar
[Moussa R., Bocquillon C. (2009) On the use of the diffusive wave for modeling extreme flood events with overbank flow in the floodplain, Journal of Hydrology, 374, 116-135.10.1016/j.jhydrol.2009.06.006]Search in Google Scholar
[Neal J., Villanueva I.,Wright N.,Willis T., Fewtrell T., Bates P. (2011) How much physical complexity is needed to model flood inundation?, Hydrological Processes, 26 (15), 2264-2282.10.1002/hyp.8339]Search in Google Scholar
[Oritz P. (2013) Shallow water flows over flooding areas by a flux-corrected finite element method, Journal of Hydraulic Research, 52, 2, 241-252,10.1080/00221686.2013.841777]Search in Google Scholar
[Prestininzi P. (2008) Suitability of the diffusive model for dam break simulation application to a CADAM experiment, Journal of Hydrology, 361, 172-185.10.1016/j.jhydrol.2008.07.050]Search in Google Scholar
[Singh V. P. (1996) Kinematic wave modeling in water resources, John Wiley & Sons, Inc. New York.]Search in Google Scholar
[Szydłowski M. (2007) Mathematical modeling of flood waves in urban areas, Monographs of Gdańsk University of Technology , vol. 86, Gdańsk (in Polish).]Search in Google Scholar
[Szydłowski M. (2008) Two-dimensional diffusion wave model for numerical simulation of inundation - Narew case study, Publs. Inst. Geophys. Pol. Acad. Sc., E-9, 405, 107-120.]Search in Google Scholar
[Szydłowski M., Magnuszewski A. (2007) Free surface flow modeling in numerical estimation of flood risk zones: a case study, Gdańsk, TASK Quarterly, 11 (4), 301-313.]Search in Google Scholar
[Szymkiewicz R. (1995) Method to solve 1D unsteady transport and flowequations, Journal of Hydraulic Engineering ASCE, 121 (5), 396-403.10.1061/(ASCE)0733-9429(1995)121:5(396)]Search in Google Scholar
[Szymkiewicz R. (2010) Numerical modeling in open channel hydraulics,Water Science and Technology Library, Springer, New York.10.1007/978-90-481-3674-2]Search in Google Scholar
[Szymkiewicz R., Gąsiorowski D. (2012) Simulation of unsteady flow over floodplain using the diffusive wave equation and the modified finite element, Journal of Hydrology, 464-465, 165-167.10.1016/j.jhydrol.2012.07.009]Search in Google Scholar
[Tan W. (1992) Shallow water hydrodynamics, Elsevier, Amsterdam.]Search in Google Scholar
[Zhang X. H., Ishidaira H., Takeuchi K., Xu Z. X., Zhuang X. W. (2004) An approach to inundation in large river basins using the triangle finite difference method, Journal of Environmental Informatics, 3 (1), 51-63.10.3808/jei.200400027]Search in Google Scholar