Riccardo Briganti

Contact

• work
• riccardo.briganti@nottingham.ac.uk

Selected Publications

• FRANCO L., GEERAERTS J., BRIGANTI R., WILLEMS M., BELLOTTI G. and DE ROUCK J., 2009. Prototype and small-scale model tests of wave overtopping at shallow rock breakwaters: the Ostia-Rome yacht harbour case Coastal Engineering. 56(2), 154-165
• BELLOTTI G., BRIGANTI R., BELTRAMI G. M. and FRANCO L., 2012. Modal Analysis of semi-enclosed basins Coastal Engineering. 64, 16-25
• BRIGANTI, R., DODD, N., POKRAJAC, D. and O'DONOGHUE, T., 2011. Nonlinear shallow water modelling of bore-driven swash: Description of the bottom boundary layer Coastal Engineering. 58(6), 463-477
• BRIGANTI, R., DODD, N., KELLY, D.M. and POKRAJAC, D., 2011. An efficient and flexible solver for the simulation of the morphodynamics of fast evolving flows on coarse sediment beaches International Journal of Numerical Methods in Fluids. (In Press.)

• View all publications

• ZHU, F., DODD, N. and BRIGANTI, R., 2012. Impact of a uniform bore on an erodible beach Coastal Engineering. 60, 326–333
• BELLOTTI G., BRIGANTI R., BELTRAMI G. M. and FRANCO L., 2012. Modal Analysis of semi-enclosed basins Coastal Engineering. 64, 16-25
• BRIGANTI, R., DODD, N., POKRAJAC, D. and O'DONOGHUE, T., 2011. Nonlinear shallow water modelling of bore-driven swash: Description of the bottom boundary layer Coastal Engineering. 58(6), 463-477
• BRIGANTI, R., DODD, N., KELLY, D.M. and POKRAJAC, D., 2011. An efficient and flexible solver for the simulation of the morphodynamics of fast evolving flows on coarse sediment beaches International Journal of Numerical Methods in Fluids. (In Press.)
• BRIGANTI, R. and DODD, N., 2009. On the role of shoreline boundary conditions in wave overtopping modelling with non-linear shallow water equations Coastal Engineering. 56, 1061–1067
• BRIGANTI, R. and DODD, N., 2009. Shoreline motion in nonlinear shallow water coastal models Coastal Engineering. 56(5-6), 495-505
• FRANCO L., GEERAERTS J., BRIGANTI R., WILLEMS M., BELLOTTI G. and DE ROUCK J., 2009. Prototype and small-scale model tests of wave overtopping at shallow rock breakwaters: the Ostia-Rome yacht harbour case Coastal Engineering. 56(2), 154-165