Riccardo Briganti

Contact

• workRoom B65a Coates Building
  University Park
  Nottingham
  NG7 2RD
  UK
• work0115 95 14604
• riccardo.briganti@nottingham.ac.uk

Biography

Riccardo Briganti is a member of the Environmental Fluid Mechanics and Geoprocesses research group.

Selected Publications

• FRANCO, L., GEERAERTS, J., BRIGANTI, R., WILLEMS, M., BELLOTTI, G. and DE ROUCK, J., 2009. Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound 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. Non linear 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. and POKRAJAC, D., 2012. An efficient and flexible solver for the simulation of the morphodynamics of fast evolving flows on coarse sediment beaches International Journal for Numerical Methods in Fluids. 69(4), 859-877

• View all publications

• RUFFINI, G., DOMÍNGUEZ, J. M., BRIGANTI, R., ALTOMARE, C., STOLLE, J., CRESPO, A. J. C., GHIASSI, B., CAPASSO, S. and DE GIROLAMO, P., 2023. MESH-IN: A MESHed INlet offline coupling method for 3-D extreme hydrodynamic events in DualSPHysics: Ocean Engineering Ocean Engineering. 268,
• CATUCCI, D., BRIGANTI, R. and HELLER, V., 2023. Numerical validation of novel scaling laws for air–water flows including compressibility and heat transfer: Journal of Hydraulic Research Journal of Hydraulic Research. 61(4), 517-531
• ZHU, F., DODD, N., BRIGANTI, R., LARSON, M. and ZHANG, J., 2022. A logarithmic bottom boundary layer model for the unsteady and non-uniform swash flow: Coastal Engineering Coastal Engineering. 172,
• SERINALDI, F., BRIGANTI, R., KILSBY, C. G. and DODD, N., 2022. Sailing synthetic seas: Stochastic simulation of benchmark sea state time series: Coastal Engineering Coastal Engineering. 176,
• BRIGANTI, R., MUSUMECI, R. E., VAN DER MEER, J., ROMANO, A., STANCANELLI, L. M., KUDELLA, M., AKBAR, R., MUKHDIAR, R., ALTOMARE, C., SUZUKI, T., DE GIROLAMO, P., BESIO, G., DODD, N., ZHU, F. and SCHIMMELS, S., 2022. Wave overtopping at near-vertical seawalls: Influence of foreshore evolution during storms: Ocean Engineering Ocean Engineering. 261,
• BENVENUTI, E., PORTALE, G., BRUCALE, M., QUIROGA, S. D., BALDONI, M., MACKENZIE, R. C. I., MERCURI, F., CANOLA, S., NEGRI, F., LAGO, N., BUONOMO, M., POLLESEL, A., CESTER, A., ZAMBIANCHI, M., MELUCCI, M., MUCCINI, M. and TOFFANIN, S., 2022. Beyond the 2D Field-Effect Charge Transport Paradigm in Molecular Thin-Film Transistors: Advanced Electronic Materials Advanced Electronic Materials.
• ABOULATTA, W., DODD, N., BRIGANTI, R., KASEM, T. H. M. A. and ZAKI, M. A. F., 2021. Modeling swash zone hydrodynamics using discontinuous galerkin finite-element method: Journal of Waterway, Port, Coastal and Ocean Engineering 147(2),
• CATUCCI, D., BRIGANTI, R. and HELLER, V., 2021. Numerical validation of novel scaling laws for air entrainment in water Proceeding of the Royal Society A. 477(2255),
• DE LEO, F., BESIO, G., BRIGANTI, R. and VANEM, E., 2021. 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 Mediterannean Sea: Coastal Engineering Coastal Engineering. 167,
• RUFFINI, G., BRIGANTI, R., DE GIROLAMO, P., STOLLE, J., GHIASSI, B. and CASTELLINO, M., 2021. Numerical modelling of flow‐debris interaction during extreme hydrodynamic events with dualsphysics‐chrono: Applied Sciences (Switzerland) Applied Sciences (Switzerland). 11(8),
• RUFFINI, GIOELE, BRIGANTI, RICCARDO, ALSINA, JOSE M., BROCCHINI, MAURIZIO, DODD, NICHOLAS and MCCALL, ROBERT, 2020. Numerical Modeling of Flow and Bed Evolution of Bichromatic Wave Groups on an Intermediate Beach Using Nonhydrostatic XBeach JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING. 146(1),
• SAMUEL C COE, MATTHEW D. WADGE, REDA M. FELFEL, IFTY AHMED, GAVIN S WALKER, COLIN A. SCOTCHFORD and DAVID M. GRANT, 2020. Production of High Silicon-Doped Hydroxyapatite Thin Film Coatings via Magnetron Sputtering: Deposition, Characterisation, and In Vitro Biocompatibility Coatings. 10(2), 190
• DE LEO, F., DE LEO, A., BESIO, G. and BRIGANTI, R., 2020. Detection and quantification of trends in time series of significant wave heights: An application in the Mediterranean Sea Ocean Engineering. 202, 107155
• CHEN, F., HELLER, V. and BRIGANTI, R., 2020. Numerical modelling of tsunamis generated by iceberg calving validated with large-scale laboratory experiments Advances in Water Resources. 142, 103647
• MANCINI, G., BRIGANTI, R., MCCALL, R., DODD, N. and ZHU, F., 2020. Numerical modelling of intra-wave sediment transport on sandy beaches using a non-hydrostatic, wave-resolving model: Ocean Dynamics Ocean Dynamics.
• MANCINI, G., BRIGANTI, R., RUFFINI, G., MCCALL, R., DODD, N. and ZHU, F., 2020. Analysis of the performance of different sediment transport formulations in non-hydrostatic XBeach
• RUFFINI, G., HELLER, V. and BRIGANTI, R., 2019. Numerical modelling of landslide-tsunami propagation in a wide range of idealised water body geometries Coastal Engineering. 153,
• WILLIAMS, H. E., BRIGANTI, R., ROMANO, A. and DODD, N., 2019. Experimental analysis of wave overtopping: A new small scale laboratory dataset for the assessment of uncertainty for smooth sloped and vertical coastal structures: Journal of Marine Science and Engineering Journal of Marine Science and Engineering. 7(7),
• BENJAMIN TATLOCK, RICCARDO BRIGANTI, ROSARIA ESTER MUSUMECI and MAURIZIO BROCCHINI, 2018. An assessment of the roller approach for wave breaking in a hybrid finite-volume finite-difference Boussinesq-type model for the surf-zone Applied Ocean Research. 73, 160-178
• RICCARDO BRIGANTI, NICHOLAS DODD, GIORGIO INCELLI and GUSTAAF KIKKERT, 2018. Numerical modelling of the flow and bed evolution of a single bore-driven swash event on a coarse sand beach Coastal Engineering.
• VAN DER MEER, J., AKBAR, R., MUKHDIAR, R., BRIGANTI, R., MUSUMECI, R. E., ROMANO, A., SUZUKI, T. and ALTOMARE, C., 2018. Wave overtopping with a changing steep sandy foreshore, conventional and numerical analysis of results
• PERERA, E., ZHU, F., DODD, N., BRIGANTI, R. and BLENKINSOPP, C., 2018. Surface-groundwater flow numerical model for coastal barrier beach
• BESIO G., BRIGANTI R., ROMANO A., DE GIROLAMO P. and MENTASCHI L., 2017. Time-clustering of wave storms in the Mediterranean Sea Natural Hazards and Earth System Sciences. (In Press.)
• O'DONOGHUE, T, KIKKERT, G.A., POKRAJAC, D., DODD, N. and BRIGANTI, R., 2016. Intra-swash hydrodynamics and sediment flux for dambreak swash on coarse-grained beaches Coastal Engineering. 112, 113-130
• BRIGANTI, R., TORRES-FREYERMUTH, A., BALDOCK, T. E., BROCCHINI, M., DODD, N., HSU, T. J., JIANG, Z., KIM, Y., PINTADO-PATIÑO, J. C. and POSTACCHINI, M., 2016. Advances in numerical modelling of swash zone dynamics: Coastal Engineering Coastal Engineering. 115, 26-41
• INCELLI G, BRIGANTI R and DODD N, 2015. Absorbing–generating seaward boundary conditions for fully-coupled hydro-morphodynamical solvers 99, 94-108
• ROMANO A., BELLOTTI G., BRIGANTI R. and FRANCO L., 2015. 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 Coastal Engineering. 103, 15-21
• WILLIAMS H. E., BRIGANTI R., PULLEN T. and DODD, N., 2015. The uncertainty in the prediction of the distribution of individual wave overtopping volumes using a non-linear shallow water equation solver Journal of Coastal Research. (In Press.)
• INCELLI G., DODD N., BLENKINSOPP C. E., ZHU F. and BRIGANTI R., 2015. Morphodynamical Modelling of Field-Scale Swash Events Coastal Engineering. (In Press.)
• WILLIAMS, H.E, BRIGANTI, R and PULLEN, T, 2014. The role of offshore boundary conditions in the uncertainty of numerical prediction of wave overtopping using non-linear shallow water equations Coastal Engineering. 89, 30-44
• ZANUTTIGH B, FORMENTIN S M and BRIGANTI R, 2013. A neural network for the prediction of wave reflection from coastal and harbor structures Coastal Engineering. 80, 49-67
• ZHU, F., DODD, N. and BRIGANTI, R., 2012. Impact of a uniform bore on an erodible beach Coastal Engineering. 60, 326–333
• BRIGANTI, R., DODD, N., KELLY, D. and POKRAJAC, D., 2012. An efficient and flexible solver for the simulation of the morphodynamics of fast evolving flows on coarse sediment beaches International Journal for Numerical Methods in Fluids. 69(4), 859-877
• BELLOTTI G., BRIGANTI R., BELTRAMI G. M. and FRANCO L., 2012. Modal Analysis of semi-enclosed basins Coastal Engineering. 64, 16-25
• BELLOTTI, G., BRIGANTI, R. and BELTRAMI, G.M., 2012. The combined role of bay and shelf modes in tsunami amplification along the coast Journal of Geophysical Research: Oceans. 117(8),
• BRIGANTI, R., DODD, N., POKRAJAC, D. and O'DONOGHUE, T., 2011. Non linear shallow water modelling of bore-driven swash: description of the bottom boundary layer Coastal Engineering. 58(6), 463-477
• SIMONS, R.R., BRAMPTON, A.H., ADCOCK, T.A.A., BRIGANTI, R., CARROLL, B., MILNE, F.D. and STAGONAS, D., 2011. Briefing: Young coastal scientists and engineers conference 2010 Proceedings of the Institution of Civil Engineers: Maritime Engineering. 164(1), 3-13
• 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 measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case Coastal Engineering. 56(2), 154-165
• BRIGANTI, R. and BELTRAMI, G.M., 2008. Singular spectrum analysis of storm surges and wave climates Journal of Hydraulic Research. 46(SUPPL. 2), 271-279
• PANIZZO, A. and BRIGANTI, R., 2007. Analysis of wave transmission behind low-crested breakwaters using neural networks Coastal Engineering. 54(9), 643-656
• TERRILE, E., BRIGANTI, R., BROCCHINI, M. and KIRBY, J.T., 2006. Topographically-induced enstrophy production/dissipation in coastal models Physics of Fluids. 18(12),
• BRIGANTI, R., BELLOTTI, G., FRANCO, L., DE ROUCK, J. and GEERAERTS, J., 2005. Field measurements of wave overtopping at the rubble mound breakwater of Rome-Ostia yacht harbour Coastal Engineering. 52(12), 1155-1174
• VAN DER MEER, J.W., BRIGANTI, R., ZANUTTIGH, B. and WANG, B., 2005. Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change Coastal Engineering. 52(10-11), 915-929
• BRIGANTI, R., MUSUMECI, R.E., BELLOTTI, G., BROCCHINI, M. and FOTI, E., 2004. Boussinesq modeling of breaking waves: Description of turbulence Journal of Geophysical Research C: Oceans. 109(7), C07015 1-17
• BELTRAMI, G.M., BARGAGLI, A. and BRIGANTI, R., 2003. Gravitational mode calculation of basins discretized by orthogonal curvilinear grids Ocean Engineering. 30(7), 833-853