LEOPARDI, Angelo
 Distribuzione geografica
Continente #
EU - Europa 4.597
NA - Nord America 3.346
AS - Asia 1.215
Continente sconosciuto - Info sul continente non disponibili 23
OC - Oceania 9
SA - Sud America 9
AF - Africa 8
Totale 9.207
Nazione #
US - Stati Uniti d'America 3.323
IE - Irlanda 1.376
SE - Svezia 938
CN - Cina 725
IT - Italia 678
UA - Ucraina 598
DE - Germania 555
TR - Turchia 328
FI - Finlandia 126
GB - Regno Unito 115
SG - Singapore 87
FR - Francia 66
IN - India 54
AT - Austria 36
BE - Belgio 28
EU - Europa 23
CA - Canada 21
CZ - Repubblica Ceca 17
NL - Olanda 16
AU - Australia 8
LU - Lussemburgo 8
DK - Danimarca 7
ES - Italia 7
JP - Giappone 7
RU - Federazione Russa 7
RO - Romania 6
ID - Indonesia 4
PL - Polonia 4
BR - Brasile 3
CH - Svizzera 3
CL - Cile 3
EG - Egitto 3
HK - Hong Kong 3
DZ - Algeria 2
HU - Ungheria 2
PA - Panama 2
AM - Armenia 1
BG - Bulgaria 1
BO - Bolivia 1
CO - Colombia 1
EE - Estonia 1
IR - Iran 1
KE - Kenya 1
KH - Cambogia 1
LA - Repubblica Popolare Democratica del Laos 1
MA - Marocco 1
MY - Malesia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PE - Perù 1
SA - Arabia Saudita 1
SI - Slovenia 1
SL - Sierra Leone 1
TH - Thailandia 1
Totale 9.207
Città #
Dublin 1.372
Chandler 904
Jacksonville 426
Rome 304
Izmir 298
Nanjing 262
Dearborn 144
Cassino 142
Lawrence 118
Princeton 117
Wilmington 116
Ashburn 99
Ann Arbor 93
Brooklyn 87
Nanchang 85
Boardman 79
Inglewood 78
Ogden 78
Woodbridge 78
Beijing 75
Des Moines 49
Singapore 45
Kunming 43
New York 43
Changsha 42
Pune 38
Seattle 38
Tianjin 37
Shenyang 33
Vienna 33
Hebei 30
Orange 27
Brussels 25
Milan 24
Helsinki 21
Jiaxing 20
Napoli 20
Verona 20
Auburn Hills 18
Brandenburg 18
Brno 17
Hangzhou 16
San Francisco 16
Sanayi 16
Changchun 14
Lanzhou 14
Los Angeles 14
Kocaeli 13
Jinan 10
Luxembourg 8
Naaldwijk 8
Norwalk 8
Toronto 8
Taizhou 7
Walnut 7
Dronten 6
Gelsenkirchen 6
Tappahannock 6
West Jordan 6
Barcelona 5
Bari 5
Falls Church 5
Ningbo 5
Douai 4
Guangzhou 4
Hefei 4
Houston 4
Montreal 4
Naples 4
San Mateo 4
Washington 4
Agropoli 3
Cairo 3
Canberra 3
Copenhagen 3
Grafing 3
Haikou 3
Hanover 3
Melbourne 3
Paola 3
Phoenix 3
Pianura 3
Redwood City 3
Rende 3
Saint Petersburg 3
Sankt Pölten 3
Shanghai 3
Sheffield 3
Staten Island 3
Warsaw 3
Zhengzhou 3
Bacoli 2
Bolzano 2
Caserta 2
Ercolano 2
Frankfurt am Main 2
Fuzhou 2
Lappeenranta 2
Livorno 2
Louvain 2
Totale 5.909
Nome #
Dam Break Waves on stepped bottom 132
GMUSTA scheme to solve a two-phase morphodynamic model for simulations of dam breaching by overtopping 119
SIMULATION OF DAM-BREAK WAVES ON MOVABLE BEDS USING A MULTI-STAGE CENTERED SCHEME 113
Asymptotic analysis of a Bingham fluid in a thin T-like shaped structure 112
Pre-conditioning approach to Bayesian Decision Network for water quality sensors positioning in urban drainage systems 108
Calibrazione di un Modello di formazione dei Sottoprodotti della Disinfezione (DBPs)Il caso studio dell'Acquedotto Aurunci-Valcanneto 106
Experiments of dike erosion due to a wave impact 105
2DH numerical simulation of breach evolution in an earth dam. 102
A new Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 102
Numerical Simulation of Gradual Earth-Dam Failure. 101
Illicit intrusion characterization in sewer systems 100
A Pre-screening Procedure for Pollution Source Identification in Sewer Systems 99
A New Fully Conservative Model for Sediment Transport and Bed Evolution in Unsteady River Flow. 95
Dam-break dry granular flows: experimental and numerical analysis. 95
A methodology for pollution source location in water distribution system. 94
Simulazione di Dam Break su letto mobile con brusco allargamento del canale. 94
IL MONITORAGGIO DELLE INFRASTRUTTURE FOGNARIE: IL PROGETTO S.I.Mon.A. 94
Peak Residential Water Demand 93
ACEA ATO2 monitora le infrastrutture idriche con il satellite 93
Hydraulic transients in viscoelastic branched pipelines 93
2DH numerical modeling of geomorphic transients involving river bank failure on unstructured grids 92
Un procedimento di identificazione dei parametri nei modelli matematico numerici. Applicazione ai coefficienti di resistenza nelle equazioni del de Saint Venant bidimensionali. 92
An integrated infrastructure for distributed waste water quality monitoring and decision support. 92
Two-dimensional two-phase depth-integrated model for transients over mobile bed 92
Numerical analysis of submerged flows for jet grouting 91
2D-H Numerical Simulation of Dam-Break Flow on Mobile Bed withSudden Enlargement 90
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 90
A water supply infrastructures application of change detection by measuring spectral change features 90
2D Modelling of Unsteady Morphodynamical Processes 89
Applicazione del Metodo GMUSTA alla Simulazione Numerica di Dam Break su letto mobile. 89
A Bed Load Transport Model for Non-Uniform Flows. 89
Satguardian: a solution for water infrastructure security. 89
Simulation of Chlorine Decay in Drinking Water Distribution Systems: Case Study of Santa Sofia Network (Southern Italy) 88
Rain Induced Pollutant Washing in Urban Areas. 88
Dam-break waves over an erodible embankment: experiments and simulations 88
La vulnerabilità e la sicurezza dei sistemi acquedottistici. 87
Water Infrastructure Protection against Intentional Attacks. The experience of two European Research Projects. (Chapter 20) 87
Simulazione di fenomeni morfodinamici in condizioni di non equilibrio. 87
Inverse problems in hydraulic network modelling: Parameter identification in a real case study 86
GMUSTA Method for Numerical Solution of Dam Break Flow on Mobile Bed. 86
Water Hammer in Branched Systems - Behaviour of Viscoelastic Pipes. 85
Closure to “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis 85
Analysis of 1D flow on movable bed. 84
A Two-Phase Model for Fast Geomorphic Shallow Flows 84
A Distributed Sensor Network for Waste Water Management Plant Protection 84
Discussion on “Divergence Form for Bed Slope Source Term in Shallow Water Equations ” by Alessandro Valiani and Lorenzo Begnudelli. 84
Assessing measurement uncertainty on trihalomethane prediction through kinetic models in water supply systems 84
Contamination source detection in water networks under demand uncertainity. 83
La sicurezza dei sistemi idrici rispetto al rischio di contaminazioni intenzionali: il contributo del progetto DISWIP. 83
Contamination Source Detection in Water Networks under Demand Uncertainty. 83
Calibration of kinetic constant for predicting trihalomethanes formation in water distribution networks. 83
Sulla perimetrazione delle aree di salvaguardia: il caso di studio dell'opera di presa sul Fiume Gari. 82
Numerical Simulation of Dam Break on an Erodible Bed with a Step. 82
Experimental study of dam-break dry granular flows 82
Greedy Algorithms for Sensor Location in Sewer Systems 82
Pollution Source Identification of Accidental Contaminations in Water Distribution Networks. 81
An effective toolbox for water distribution network monitoring 81
Comparison between empirical formulae and a first order kinetic model for modelling trialomethanes formation in water systems 81
Experimental investigation of embankment erosion during fast geomorphic processes 81
Optimal Placement of Water Quality Monitoring Stations in Sewer Systems: An Information Theory Approach 81
Two-Dimensional Modeling of Floods to Map Risk Prone Areas. 80
Affidabilità e Vulnerabilità 80
Modelling trihalomethanes formation in water supply systems 80
Closure to “Pollution source identification of accidental contamination in water distribution networks”. 80
Dike erosion due to a sudden wave overtopping: preliminary results 80
Two-Phase Depth-Integrated Model for Unsteady River Flow. 79
Numerical Simulation of Dam Break on Erodible Bed. 79
Bed Transport Dynamics in Unsteady Conditions. 79
Sensitivity to diffusivity and velocity transversal distributions on solute dispersion in wide channels [Dispersione di soluti in alveo largo Influenza delle distribuzione trasversali di diffusività e di velocità] 79
Numerical simulation of a dam-break with a wide range of Shields parameter 79
A Model-Based Approach for Energy Optimization of Real Wastewater Pumping Station 79
Modellazione idrodinamica di un canale con cambio di scabrezza al fondo. 78
Two-phase modelling of total sediment load in fast geomorphic transients 78
Inverse problem in hydraulic network modelling: parameter identification in real case study 77
Vulnerability assessment after chlorine disinfection in drinking water distribution system. 77
L'applicazione di una proposta metodologica per la delimitazione delle aree di salvaguardia. 76
Un laboratorio di campo per il monitoraggio di una rete idrica: Richieste di portate, primi risultati. 76
Erratum for “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis 76
Evaluation of different formulations to optimally locate sensors in sewer systems. 76
Multiobjective Valve Management Optimization Formulations for Water Quality Enhancement in Water Distribution Networks 76
Water Hammer in Viscoelastic Pipes - The effect of junctions - first results 75
Inverse Problems in Hydraulic Network Modelling. 75
Modelli di mescolamento nei serbatoi idrici. 75
Empirical formulae for modelling trihalomethanes formation in water supply systems. 75
Considerazioni sulla scelta della legge reologica nella simulazione di fenomeni di colata di detriti. 74
Numerical modeling of geomorphic processes in the presence of slope failures 74
Behavior of a Finite Disturbance in a Mobile Bed Stream. 73
Computation of sand erosion around river groyne. 73
Effect of data uncertainty on trihalomethanes prediction in water supply systems using kinetic models 73
Vulnerability Assessment to Trihalomethane Exposure in Water Distribution Systems 73
Numerical Simulation of 2D Dam Break on erodible bed. 72
Some Remarks on a Morphodynamical Model for Gravel Bed Streams. 72
Influenza dell’incertezza della domanda sulla calibrazione e simulazione delle reti idriche. 72
La vulnerabilità e la sicurezza dei sistemi acquedottistici 72
Un laboratorio di campo per il monitoraggio di una rete idrica: richieste di portata – primi risultati. 72
Development of a numerical model for the study of effect of defence structures on debris flow. 71
Water Infrastructure Protection against Intentional Attacks. An experience in Italy. 71
Drinking Water Vulnerability Assessment after Disinfection through Chlorine 71
Peak Water Demand for Small Towns 69
Sensitivity analysis of different Finite-volume numerical schemes to a variation in the celerity estimate for the simulation of dam-break flows 69
Totale 8.502
Categoria #
all - tutte 37.101
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 37.101


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.047 301 3 2 87 66 194 64 132 29 23 144 2
2020/20211.092 206 12 120 123 4 160 11 118 30 132 44 132
2021/2022953 8 1 8 69 57 6 14 80 182 6 219 303
2022/20233.904 271 334 162 260 244 726 2 243 1.543 9 41 69
2023/2024677 74 23 42 18 27 126 63 72 127 20 2 83
2024/202539 39 0 0 0 0 0 0 0 0 0 0 0
Totale 9.707