References
- Arita, M., Jirka, G.H., 1987. Two-layer model of saline wedge. II: Prediction. J. Hydraul. Eng., 113, 10, 1249-1263.
- Armi, L., 1986. The hydraulics of two flowing layers with different densities. J. Fluid Mech., 163, 27-58.
- Balloffet, A., Borah, D.K., 1985. Lower Mississippi Salinity Analysis. J. Hydraul. Eng., 111, 2, 300-315.
- Bermudez, A., Vázquez-Cendón, M., 1994. Upwind methods for hyperbolic conservation laws with source terms. Comput. Fluids, 23, 8, 1049-1071.
- Brufau, P., 2002. A numerical model for the flooding and drying of irregular domains. Int. J. Numer. Methods Fluids, 39, 3, 247-275.
- Castro, M.J., Macias, J., Parés, C., 2001. A Q-scheme for a class of systems of coupled conservation laws with source term. Application to a two-layer 1D shallow water system. ESAIM Math. Model. Numer. Anal., 35, 1, 107-127.
- Castro, M.J., Garcia-Rodriguez, J., González-Vida, J.M., Macas, J., Parés, C., Vázquez-Cendón, M., 2004. Numerical simulation of two-layer shallow water flows through channels with irregular geometry. J. Comput. Phys., 195, 1, 202-235.
- Castro, M.J., Ferreiro Ferreiro, A., García-Rodríguez, J., González- Vida, J., Macas, J., Parés, C., Elena Vázquez-Cendón, M., 2005. The numerical treatment of wet/dry fronts in shallow flows: application to one-layer and two-layer systems. Math. Comput. Model., 42, 3-4, 419-439.
- Castro, M.J., Gonzales-Vida, J., Pares, C., 2006. Numerical treatment of wet/dry fronts in shallow flows with a modified Roe scheme. Math. Models Methods Appl. Sci., 16, 6, 897-934.
- Castro, M.J., García-Rodríguez, J.A., González-Vida, J.M., Macas, J., Parés, C., 2007. Improved FVM for two-layer shallow-water models: Application to the Strait of Gibraltar. Adv. Eng. Softw., 38, 6, 386-398.
- Castro, M.J., Dumbser, M., Pares, C., Toro, E.F., 2009a. ADER schemes on unstructured meshes for nonconservative hyperbolic systems: applications to geophysical flows. Comp. & Fluids, 38, 1731-1748.
- Castro, M.J., Fernández-Nieto, E.D., Ferreiro, A.M., García- Rodríguez, J.A., Parés, C., 2009b. High order extensions of Roe schemes for two-dimensional nonconservative hyperbolic systems. Journal of Scientific Computing, 39, 1, 67-114.
- Castro, M.J., Fernandez-Nieto, E.D., Gonzalez-Vida, J.M., Pares, C., 2011. Numerical treatment of the loss of hyperbolicity of the two-layer shallow-water system. J. Sci. Comput., 48, 1, 16-40.
- Dazzi, R., Tomasino, M., 1974. Mathematical model of salinity intrusion in the delta of the Po River. Coast. Eng. Proc., 134, 2302-2321.
- Dermissis, V., Partheniades, E., 1985. Dominant shear stresses in arrested saline wedges. J. Waterw. Port, Coastal, Ocean Eng., 111, 4, 733-752.
- Farmer, D., Armi, L., 1986. Maximal two-layer exchange over a sill and through the combination of a sill and contraction with barotropic flow. J. Fluid Mech., 164, 53-76.
- Geyer, W.R., Ralston, D.K., 2011. The dynamics of strongly stratified estuaries. In: Wolanski, E., McLusky, D. (Eds.): Treatise on Estuarine and Coastal Science, Volume 2, Elsevier, pp. 37-52.
- Grubert, J., 1989. Interfacial mixing in stratified channel flows. J. Hydraul. Eng., 115, 7, 887-905.
- Hansen, D., Rattray Jr, M., 1966. New dimensions in estuary classification. Limnol. Oceanogr., 11, 3, 319-326.
- Harten, A., 1984. On a class of high resolution total-variationstable finite-difference schemes. SIAM J. Numer. Anal., 21, 1, 1-23.
- Johnson, B., Boyd, M., Keulegan, G., 1987. A Mathematical Study of the Impact on Salinity Intrusion of Deepening the Lower Mississippi River Navigation Channel. Technical Report April, US Army Corps of Engineers, Vicksburg, Mississippi.
- Krvavica, N., Mofardin, B., Ruzic, I., Ozanic, N., 2012. Measurement and analysis of salinization at the Rječina estuary. Gradevinar, 64, 11, 923-933.
- Liu, H., Yoshikawa, N., Miyazu, S., Watanabe, K., 2015. Influence of saltwater wedges on irrigation water near a river estuary. Paddy Water Environ., 13, 2, 179-189.
- Ljubenkov, I., 2015. Hydrodynamic modeling of stratified estuary: case study of the Jadro River (Croatia). J. Hydrol. Hydromech., 63, 1, 29-37.
- Rebollo, T.C., Dom, A., Fern, E.D., 2003. A family of stable numerical solvers for the shallow water equations with source terms. Comput. Methods Appl. Mech. Eng., 192, 1-2, 203-225.
- Roe, P., 1981. Approximate Riemann solvers, parameter vectors, and difference schemes. J. Comput. Phys., 43, 2, 357-372.
- Sargent, F.E., Jirka, G.H., 1987. Experiments on saline wedge. J. Hydraul. Eng., 113, 10, 1307-1323.
- Schijf, J., Schönfeld, J., 1953. Theoretical considerations on the motion of salt and fresh water. In: Proc. Minnesota Int. Hydraul. Conv., ASCE, Minneapolis, Minnesota, pp. 321-333.
- Sierra, J.P., Sánchez-Arcilla, a., Figueras, P. a., González del Ro, J., Rassmussen, E.K., Mösso, C., 2004. Effects of discharge reductions on salt wedge dynamics of the Ebro River. River Res. Appl., 20, 1, 61-77.
- Stommel, H.M., Farmer, H.G., 1952. On the nature of estuarine circulation, part 1, chap. 3 and 4. Technical report. Woods Hole Oceanographic Institution, Woods Hole, Massachusetts.
- Vázquez-Cendón, M.E., 1999. Improved treatment of source terms in upwind schemes for the shallow water equations in channels with irregular geometry. J. Comput. Phys., 148, 2, 497-526.