Experimental and numerical evaluation of the force due to the impact of a dam-break wave on a structure F Aureli, S Dazzi, A Maranzoni, P Mignosa, R Vacondio Advances in Water Resources 76, 29-42, 2015 | 134 | 2015 |
A weighted surface-depth gradient method for the numerical integration of the 2D shallow water equations with topography F Aureli, A Maranzoni, P Mignosa, C Ziveri Advances in Water Resources 31 (7), 962-974, 2008 | 133 | 2008 |
Numerical simulation and experimental verification of dam-break flows with shocks F Aureli, P Mignosa, M Tomirotti Journal of hydraulic research 38 (3), 197-206, 2000 | 114 | 2000 |
Dam-break flows: Acquisition of experimental data through an imaging technique and 2D numerical modeling F Aureli, A Maranzoni, P Mignosa, C Ziveri Journal of Hydraulic Engineering 134 (8), 1089-1101, 2008 | 108 | 2008 |
A non-uniform efficient grid type for GPU-parallel Shallow Water Equations models R Vacondio, A Dal Palù, A Ferrari, P Mignosa, F Aureli, S Dazzi Environmental modelling & software 88, 119-137, 2017 | 98 | 2017 |
Simulation of the January 2014 flood on the Secchia River using a fast and high-resolution 2D parallel shallow-water numerical scheme R Vacondio, F Aureli, A Ferrari, P Mignosa, A Dal Palù Natural Hazards 80, 103-125, 2016 | 78 | 2016 |
Review of historical dam-break events and laboratory tests on real topography for the validation of numerical models F Aureli, A Maranzoni, G Petaccia Water 13 (14), 1968, 2021 | 51 | 2021 |
An image processing technique for measuring free surface of dam-break flows F Aureli, A Maranzoni, P Mignosa, C Ziveri Experiments in fluids 50, 665-675, 2011 | 36 | 2011 |
A GPU-accelerated shallow-water scheme for surface runoff simulations F Aureli, F Prost, R Vacondio, S Dazzi, A Ferrari Water 12 (3), 637, 2020 | 35 | 2020 |
Extension and application of the Preissmann slot model to 2D transient mixed flows A Maranzoni, S Dazzi, F Aureli, P Mignosa Advances in Water Resources 82, 70-82, 2015 | 32 | 2015 |
Comparison between experimental and numerical results of 2D flows due to levee-breaking F Aureli, P Mignosa XXIX IAHR Congress Proceedings, Theme C, Forecasting and Mitigation of Water …, 2001 | 32 | 2001 |
Flooding scenarios due to levee breaking in the Po river F Aureli, P Mignosa Proceedings of the Institution of Civil Engineers-Water Management 157 (1), 3-12, 2004 | 30 | 2004 |
Validation of single-and two-equation models for transient mixed flows: a laboratory test case F Aureli, S Dazzi, A Maranzoni, P Mignosa Journal of Hydraulic Research 53 (4), 440-451, 2015 | 27 | 2015 |
Flood hazard mapping by means of fully-2D and quasi-2D numerical modeling: a case study A Aureli, A Maranzoni, P Mignosa, C Ziveri Floods, from defence to management, edited by: van Alphen, J., van Beek, E …, 2006 | 22 | 2006 |
Dam-break flows in presence of abrupt bottom variations F Aureli, P Mignosa, M Tomirotti Proceedings of XXVIII IAHR Cong 1999, 163-171, 1999 | 22 | 1999 |
A semi-analytical method for predicting the outflow hydrograph due to dam-break in natural valleys F Aureli, A Maranzoni, P Mignosa Advances in water resources 63, 38-44, 2014 | 20 | 2014 |
2D numerical modelling for hydraulic hazard assessment: A dam-break case study F Aureli, A Maranzoni, P Mignosa, C Ziveri Proc., Int. Conf. on Fluvial Hydraulics, River Flow 2008, 729-736, 2008 | 19 | 2008 |
Rapidly varying flows due to levee-breaking F Aureli, P Mignosa River Flow 2002 1, 459-466, 2002 | 18 | 2002 |
Fully-2D and quasi-2D modeling of flooding scenarios due to embankment failure F Aureli, A Maranzoni, P Mignosa, C Ziveri Proceedings of the international conference on fluvial hydraulics River Flow …, 2006 | 17 | 2006 |
A combined colour-infrared imaging technique for measuring water surface over non-horizontal bottom F Aureli, S Dazzi, A Maranzoni, P Mignosa Experiments in fluids 55, 1-14, 2014 | 15 | 2014 |