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Michele Iervolino
Michele Iervolino
Professore Associato di Idraulica - Università degli Studi della Campania "Luigi Vanvitelli"
Adresse e-mail validée de unicampania.it
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Année
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
932012
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
562018
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
532016
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
362015
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
332019
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
332015
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
332013
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
312009
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
302010
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
302006
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
282008
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
272014
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
262013
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
232018
Waves dynamics in a linearized mud-flow shallow model
C Di Cristo, M Iervolino, A Vacca
Applied Mathematical Sciences 7 (8), 377-393, 2013
222013
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
212008
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
192020
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
192015
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
182014
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