| Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change JW Van der Meer, R Briganti, B Zanuttigh, B Wang Coastal Engineering 52 (10-11), 915-929, 2005 | 360 | 2005 |
| Uncertainties in the physical modelling of the wave overtopping over a rubble mound breakwater: The role of the seeding number and of the test duration A Romano, G Bellotti, R Briganti, L Franco Coastal Engineering 103, 15-21, 2015 | 93 | 2015 |
| Advances in numerical modelling of swash zone dynamics R Briganti, A Torres-Freyermuth, TE Baldock, M Brocchini, N Dodd, ... Coastal Engineering 115, 26-41, 2016 | 77 | 2016 |
| Analysis of wave transmission behind low-crested breakwaters using neural networks A Panizzo, R Briganti Coastal Engineering 54 (9), 643-656, 2007 | 72 | 2007 |
| Wave transmission behind low-crested structures R Briganti, J van der Meer, M Buccino, M Calabrese Coastal Structures 2003, 580-592, 2003 | 71 | 2003 |
| The combined role of bay and shelf modes in tsunami amplification along the coast G Bellotti, R Briganti, GM Beltrami Journal of Geophysical Research: Oceans 117 (C8), 2012 | 70 | 2012 |
| Field measurements of wave overtopping at the rubble mound breakwater of Rome–Ostia yacht harbour R Briganti, G Bellotti, L Franco, J De Rouck, J Geeraerts Coastal engineering 52 (12), 1155-1174, 2005 | 67 | 2005 |
| Modal analysis of semi-enclosed basins G Bellotti, R Briganti, GM Beltrami, L Franco Coastal Engineering 64, 16-25, 2012 | 62 | 2012 |
| Boussinesq modeling of breaking waves: Description of turbulence R Briganti, RE Musumeci, G Bellotti, M Brocchini, E Foti Journal of Geophysical Research: Oceans 109 (C7), 2004 | 57 | 2004 |
| Non linear shallow water modelling of bore-driven swash: Description of the bottom boundary layer R Briganti, N Dodd, D Pokrajac, T O'Donoghue Coastal Engineering 58 (6), 463-477, 2011 | 56 | 2011 |
| Numerical modelling of landslide-tsunami propagation in a wide range of idealised water body geometries G Ruffini, V Heller, R Briganti Coastal Engineering 153, 103518, 2019 | 54 | 2019 |
| A neural network for the prediction of wave reflection from coastal and harbor structures B Zanuttigh, SM Formentin, R Briganti Coastal Engineering 80, 49-67, 2013 | 52 | 2013 |
| An efficient and flexible solver for the simulation of the morphodynamics of fast evolving flows on coarse sediment beaches R Briganti, N Dodd, D Kelly, D Pokrajac International Journal for Numerical Methods in Fluids 69 (4), 859-877, 2012 | 47 | 2012 |
| Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case L Franco, J Geeraerts, R Briganti, M Willems, G Bellotti, J De Rouck Coastal Engineering 56 (2), 154-165, 2009 | 45 | 2009 |
| Shoreline motion in nonlinear shallow water coastal models R Briganti, N Dodd Coastal Engineering 56 (5-6), 495-505, 2009 | 42 | 2009 |
| Detection and quantification of trends in time series of significant wave heights: An application in the Mediterranean Sea F De Leo, A De Leo, G Besio, R Briganti Ocean Engineering 202, 107155, 2020 | 40 | 2020 |
| Non-stationary extreme value analysis of sea states based on linear trends. Analysis of annual maxima series of significant wave height and peak period in the Mediterranean Sea F De Leo, G Besio, R Briganti, E Vanem Coastal Engineering 167, 103896, 2021 | 33 | 2021 |
| The role of offshore boundary conditions in the uncertainty of numerical prediction of wave overtopping using non-linear shallow water equations HE Williams, R Briganti, T Pullen Coastal Engineering 89, 30-44, 2014 | 33 | 2014 |
| Intra-swash hydrodynamics and sediment flux for dambreak swash on coarse-grained beaches T O'Donoghue, GA Kikkert, D Pokrajac, N Dodd, R Briganti Coastal Engineering 112, 113-130, 2016 | 32 | 2016 |
| Numerical modelling of tsunamis generated by iceberg calving validated with large-scale laboratory experiments F Chen, V Heller, R Briganti Advances in Water Resources 142, 103647, 2020 | 31 | 2020 |
