| Quasi-2D model for unsteady flow in pipe networks G Pezzinga Journal of Hydraulic Engineering 125 (7), 676-685, 1999 | 243 | 1999 |
| Evaluation of unsteady flow resistances by quasi-2D or 1D models G Pezzinga Journal of Hydraulic Engineering 126 (10), 778-785, 2000 | 218 | 2000 |
| Unsteady flow in installations with polymeric additional pipe G Pezzinga, P Scandura Journal of Hydraulic Engineering 121 (11), 802-811, 1995 | 112 | 1995 |
| Velocity distribution in compound channel flows by numerical modeling G Pezzinga Journal of Hydraulic Engineering 120 (10), 1176-1198, 1994 | 109 | 1994 |
| Multiobjective optimization of pipe replacements and control valve installations for leakage attenuation in water distribution networks E Creaco, G Pezzinga Journal of Water Resources Planning and Management 141 (3), 04014059, 2015 | 92 | 2015 |
| Unsteady flow in hydraulic networks with polymeric additional pipe G Pezzinga Journal of Hydraulic Engineering 128 (2), 238-244, 2002 | 73 | 2002 |
| Embedding linear programming in multi objective genetic algorithms for reducing the size of the search space with application to leakage minimization in water distribution networks E Creaco, G Pezzinga Environmental Modelling & Software 69, 308-318, 2015 | 70 | 2015 |
| Two-dimensional features of viscoelastic models of pipe transients G Pezzinga, B Brunone, D Cannizzaro, M Ferrante, S Meniconi, A Berni Journal of Hydraulic Engineering 140 (8), 04014036, 2014 | 69 | 2014 |
| Relevance of pipe period on Kelvin-Voigt viscoelastic parameters: 1D and 2D inverse transient analysis G Pezzinga, B Brunone, S Meniconi Journal of Hydraulic Engineering 142 (12), 04016063, 2016 | 56 | 2016 |
| Local balance unsteady friction model G Pezzinga Journal of Hydraulic Engineering 135 (1), 45-56, 2009 | 40 | 2009 |
| On the choice of the demand and hydraulic modeling approach to WDN real‐time simulation E Creaco, G Pezzinga, D Savic Water Resources Research 53 (7), 6159-6177, 2017 | 38 | 2017 |
| Energy dissipation in transient gaseous cavitation D Cannizzaro, G Pezzinga Journal of Hydraulic Engineering 131 (8), 724-732, 2005 | 32 | 2005 |
| Second viscosity in transient cavitating pipe flows G Pezzinga Journal of Hydraulic Research 41 (6), 656-665, 2003 | 30 | 2003 |
| A bi-objective approach for optimizing the installation of PATs in systems of transmission mains E Creaco, G Galuppini, A Campisano, C Ciaponi, G Pezzinga Water 12 (2), 330, 2020 | 26 | 2020 |
| Evaluation of time evolution of mechanical parameters of polymeric pipes by unsteady flow runs G Pezzinga Journal of Hydraulic Engineering 140 (12), 04014057, 2014 | 25 | 2014 |
| Combined optimization of pipes and control valves in water distribution networks G Pezzinga, G Pititto Journal of Hydraulic Research 43 (6), 668-677, 2005 | 24 | 2005 |
| Analysis of transient vaporous cavitation in pipes by a distributed 2D model G Pezzinga, D Cannizzaro Journal of Hydraulic Engineering 140 (6), 04014019, 2014 | 23 | 2014 |
| Discussion of “Optimal Location of Control Valves in Pipe Networks by Genetic Algorithm” by LFR Reis, RM Porto, and FH Chaudhry G Pezzinga, R Gueli Journal of Water Resources Planning and Management 125 (1), 65-67, 1999 | 23 | 1999 |
| Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs E Creaco, G Pezzinga Water 10 (4), 466, 2018 | 22 | 2018 |
| Developments and limits of discrete vapor cavity models of transient cavitating pipe flow: 1D and 2D flow numerical analysis VC Santoro, A Crimì, G Pezzinga Journal of Hydraulic Engineering 144 (8), 04018047, 2018 | 21 | 2018 |
