Riccardo Briganti
Riccardo Briganti
Senior Research Fellow, Faculty of Engineering, University of Nottingham
Verified email at nottingham.ac.uk
Cited by
Cited by
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
Wave transmission behind low-crested structures
R Briganti, J Van Der Meer, M Buccino, M Calabrese
Coastal Structures 2003, 580-592, 2004
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
Analysis of wave transmission behind low-crested breakwaters using neural networks
A Panizzo, R Briganti
Coastal Engineering 54 (9), 643-656, 2007
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
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
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
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
Modal analysis of semi-enclosed basins
G Bellotti, R Briganti, GM Beltrami, L Franco
Coastal Engineering 64, 16-25, 2012
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
Shoreline motion in nonlinear shallow water coastal models
R Briganti, N Dodd
Coastal Engineering 56 (5-6), 495-505, 2009
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
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
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
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
Impact of a uniform bore on an erodible beach
F Zhu, N Dodd, R Briganti
Coastal Engineering 60, 326-333, 2012
Bridge data—what do we collect and how do we use it?
J Bennetts, PJ Vardanega, CA Taylor, SR Denton
Transforming the Future of Infrastructure through Smarter Information …, 2016
Wave transmission at low-crested structures, including oblique wave attack
JW van der Meer, R Briganti, B Wang, B Zanuttigh
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
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
The system can't perform the operation now. Try again later.
Articles 1–20