A two-phase model for fast geomorphic shallow flows M Greco, M Iervolino, A Leopardi, A Vacca International Journal of Sediment Research 27 (4), 409-425, 2012 | 93 | 2012 |
Dam-break waves over an erodible embankment: experiments and simulations C Di Cristo, S Evangelista, M Greco, M Iervolino, A Leopardi, A Vacca Journal of Hydraulic Research 56 (2), 196-210, 2018 | 56 | 2018 |
Boundary conditions in a two-layer geomorphological model. Application to a É Savary, Y Zech Journal of Hydraulic Research 45 (3), 316-332, 2007 | 56* | 2007 |
Two-dimensional two-phase depth-integrated model for transients over mobile bed CD Cristo, M Greco, M Iervolino, A Leopardi, A Vacca Journal of Hydraulic Engineering 142 (2), 04015043, 2016 | 53 | 2016 |
A genetic algorithm for demand pattern and leakage estimation in a water distribution network A Di Nardo, M Di Natale, C Gisonni, M Iervolino Journal of Water Supply: Research and Technology—AQUA 64 (1), 35-46, 2015 | 36 | 2015 |
Numerical simulation of mud-flows impacting structures M Greco, C Di Cristo, M Iervolino, A Vacca Journal of Mountain Science 16 (2), 364-382, 2019 | 33 | 2019 |
A new algorithm for bank-failure mechanisms in 2D morphodynamic models with unstructured grids S Evangelista, M Greco, M Iervolino, A Leopardi, A Vacca International Journal of Sediment Research 30 (4), 382-391, 2015 | 33 | 2015 |
On the applicability of minimum channel length criterion for roll-waves in mud-flows C Di Cristo, M Iervolino, A Vacca Journal of Hydrology and Hydromechanics 61 (4), 286-292, 2013 | 33 | 2013 |
Roll-waves prediction in dense granular flows C Di Cristo, M Iervolino, A Vacca, B Zanuttigh Journal of Hydrology 377 (1-2), 50-58, 2009 | 31 | 2009 |
Influence of relative roughness and Reynolds number on the roll-waves spatial evolution C Di Cristo, M Iervolino, A Vacca, B Zanuttigh Journal of Hydraulic Engineering 136 (1), 24-33, 2010 | 30 | 2010 |
Linear stability analysis of a 1-D model with dynamical description of bed-load transport C Di Cristo, M Iervolino, A Vacca Journal of Hydraulic Research 44 (4), 480-487, 2006 | 30 | 2006 |
Minimum channel length for roll-wave generation C Di Cristo, M Iervolino, A Vacca, B Zanuttigh Journal of Hydraulic Research 46 (1), 73-79, 2008 | 28 | 2008 |
Applicability of kinematic, diffusion, and quasi-steady dynamic wave models to shallow mud flows CD Cristo, M Iervolino, A Vacca Journal of Hydrologic Engineering 19 (5), 956-965, 2014 | 27 | 2014 |
Gravity-driven flow of a shear-thinning power-law fluid over a permeable plane C Di Cristo, M Iervolino, A Vacca Applied Mathematical Sciences 7 (33), 1623-1641, 2013 | 26 | 2013 |
Instabilities of a power–law film over an inclined permeable plane: A two–sided model M Iervolino, JP Pascal, A Vacca Journal of Non-Newtonian Fluid Mechanics 259, 111-124, 2018 | 23 | 2018 |
Waves dynamics in a linearized mud-flow shallow model C Di Cristo, M Iervolino, A Vacca Applied Mathematical Sciences 7 (8), 377-393, 2013 | 22 | 2013 |
Discussion of “Divergence form for bed slope source term in shallow water equations” by Alessandro Valiani and Lorenzo Begnudelli M Greco, M Iervolino, A Leopardi Journal of Hydraulic Engineering 134 (5), 676-678, 2008 | 21 | 2008 |
Interaction of a dam-break wave with an obstacle over an erodible floodplain C Di Cristo, M Greco, M Iervolino, A Vacca Journal of Hydroinformatics 22 (1), 5-19, 2020 | 19 | 2020 |
Flood hazard assessment: Comparison of 1D and 2D hydraulic models G Crispino, C Gisonni, M Iervolino International Journal of River Basin Management 13 (2), 153-166, 2015 | 19 | 2015 |
Simplified wave models applicability to shallow mud flows modeled as power-law fluids C Di Cristo, M Iervolino, A Vacca Journal of Mountain Science 11, 1454-1465, 2014 | 18 | 2014 |