LEOPARDI, Angelo
 Distribuzione geografica
Continente #
EU - Europa 4.786
NA - Nord America 3.112
AS - Asia 1.124
Continente sconosciuto - Info sul continente non disponibili 23
OC - Oceania 9
SA - Sud America 9
AF - Africa 8
Totale 9.071
Nazione #
US - Stati Uniti d'America 3.095
IE - Irlanda 1.570
SE - Svezia 938
CN - Cina 723
IT - Italia 663
UA - Ucraina 598
DE - Germania 555
TR - Turchia 328
FI - Finlandia 125
GB - Regno Unito 112
FR - Francia 62
BE - Belgio 57
IN - India 52
AT - Austria 36
EU - Europa 23
NL - Olanda 16
CA - Canada 15
AU - Australia 8
LU - Lussemburgo 8
DK - Danimarca 7
ES - Italia 7
JP - Giappone 7
RU - Federazione Russa 7
CZ - Repubblica Ceca 6
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 9.071
Città #
Dublin 1.566
Chandler 904
Jacksonville 426
Rome 299
Izmir 298
Nanjing 262
Dearborn 144
Cassino 142
Lawrence 118
Princeton 117
Wilmington 116
Ann Arbor 93
Brooklyn 87
Nanchang 85
Inglewood 78
Woodbridge 78
Boardman 76
Beijing 75
Ashburn 63
Brussels 54
Des Moines 49
Kunming 43
Changsha 42
Pune 38
Tianjin 37
Shenyang 33
Vienna 33
Hebei 30
Orange 27
Helsinki 21
Milan 21
Jiaxing 20
Napoli 20
Verona 20
Auburn Hills 18
Brandenburg 18
Hangzhou 16
San Francisco 16
Sanayi 16
Changchun 14
Lanzhou 14
Kocaeli 13
Jinan 10
Luxembourg 8
Naaldwijk 8
Norwalk 8
Toronto 8
Los Angeles 7
Taizhou 7
Walnut 7
Brno 6
Dronten 6
Gelsenkirchen 6
Tappahannock 6
Barcelona 5
Bari 5
Falls Church 5
Ningbo 5
Seattle 5
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
Redwood City 3
Rende 3
Saint Petersburg 3
Sankt Pölten 3
Seelze 3
Shanghai 3
Staten Island 3
Warsaw 3
Zhengzhou 3
Bacoli 2
Bolzano 2
Caserta 2
Ercolano 2
Fuzhou 2
Livorno 2
Louvain 2
Miami 2
Padova 2
Pontianak 2
Redmond 2
Saint Paul 2
Sora 2
Stockholm 2
São Paulo 2
Totale 5.867
Nome #
Dam Break Waves on stepped bottom 132
GMUSTA scheme to solve a two-phase morphodynamic model for simulations of dam breaching by overtopping 118
Asymptotic analysis of a Bingham fluid in a thin T-like shaped structure 114
SIMULATION OF DAM-BREAK WAVES ON MOVABLE BEDS USING A MULTI-STAGE CENTERED SCHEME 113
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 107
Experiments of dike erosion due to a wave impact 104
A Pre-screening Procedure for Pollution Source Identification in Sewer Systems 104
2DH numerical simulation of breach evolution in an earth dam. 100
A new Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 100
Illicit intrusion characterization in sewer systems 100
Numerical Simulation of Gradual Earth-Dam Failure. 98
Dam-break dry granular flows: experimental and numerical analysis. 96
An integrated infrastructure for distributed waste water quality monitoring and decision support. 95
IL MONITORAGGIO DELLE INFRASTRUTTURE FOGNARIE: IL PROGETTO S.I.Mon.A. 94
A methodology for pollution source location in water distribution system. 93
Peak Residential Water Demand 92
Hydraulic transients in viscoelastic branched pipelines 92
2DH numerical modeling of geomorphic transients involving river bank failure on unstructured grids 91
Simulazione di Dam Break su letto mobile con brusco allargamento del canale. 91
2D Modelling of Unsteady Morphodynamical Processes 90
Dam-break waves over an erodible embankment: experiments and simulations 90
A New Fully Conservative Model for Sediment Transport and Bed Evolution in Unsteady River Flow. 89
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 89
Simulation of Chlorine Decay in Drinking Water Distribution Systems: Case Study of Santa Sofia Network (Southern Italy) 89
Rain Induced Pollutant Washing in Urban Areas. 89
A Bed Load Transport Model for Non-Uniform Flows. 89
Inverse problems in hydraulic network modelling: Parameter identification in a real case study 88
Un procedimento di identificazione dei parametri nei modelli matematico numerici. Applicazione ai coefficienti di resistenza nelle equazioni del de Saint Venant bidimensionali. 88
A water supply infrastructures application of change detection by measuring spectral change features 88
Applicazione del Metodo GMUSTA alla Simulazione Numerica di Dam Break su letto mobile. 87
ACEA ATO2 monitora le infrastrutture idriche con il satellite 87
Numerical analysis of submerged flows for jet grouting 87
Two-dimensional two-phase depth-integrated model for transients over mobile bed 87
Satguardian: a solution for water infrastructure security. 86
Water Infrastructure Protection against Intentional Attacks. The experience of two European Research Projects. (Chapter 20) 85
Water Hammer in Branched Systems - Behaviour of Viscoelastic Pipes. 85
Simulazione di fenomeni morfodinamici in condizioni di non equilibrio. 85
Closure to “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis 85
Assessing measurement uncertainty on trihalomethane prediction through kinetic models in water supply systems 85
Analysis of 1D flow on movable bed. 84
GMUSTA Method for Numerical Solution of Dam Break Flow on Mobile Bed. 84
La sicurezza dei sistemi idrici rispetto al rischio di contaminazioni intenzionali: il contributo del progetto DISWIP. 83
Pollution Source Identification of Accidental Contaminations in Water Distribution Networks. 83
2D-H Numerical Simulation of Dam-Break Flow on Mobile Bed withSudden Enlargement 83
A Distributed Sensor Network for Waste Water Management Plant Protection 83
A Two-Phase Model for Fast Geomorphic Shallow Flows 82
Optimal Placement of Water Quality Monitoring Stations in Sewer Systems: An Information Theory Approach 82
La vulnerabilità e la sicurezza dei sistemi acquedottistici. 81
Two-phase modelling of total sediment load in fast geomorphic transients 81
Contamination Source Detection in Water Networks under Demand Uncertainty. 81
Calibration of kinetic constant for predicting trihalomethanes formation in water distribution networks. 81
Discussion on “Divergence Form for Bed Slope Source Term in Shallow Water Equations ” by Alessandro Valiani and Lorenzo Begnudelli. 81
Inverse problem in hydraulic network modelling: parameter identification in real case study 80
Affidabilità e Vulnerabilità 80
An effective toolbox for water distribution network monitoring 80
Modelling trihalomethanes formation in water supply systems 80
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] 80
Comparison between empirical formulae and a first order kinetic model for modelling trialomethanes formation in water systems 80
Experimental investigation of embankment erosion during fast geomorphic processes 80
Experimental study of dam-break dry granular flows 79
Bed Transport Dynamics in Unsteady Conditions. 78
L'applicazione di una proposta metodologica per la delimitazione delle aree di salvaguardia. 78
Dike erosion due to a sudden wave overtopping: preliminary results 78
Numerical simulation of a dam-break with a wide range of Shields parameter 78
Greedy Algorithms for Sensor Location in Sewer Systems 78
Numerical Simulation of Dam Break on an Erodible Bed with a Step. 77
Closure to “Pollution source identification of accidental contamination in water distribution networks”. 77
Un laboratorio di campo per il monitoraggio di una rete idrica: Richieste di portate, primi risultati. 77
Erratum for “Hydraulic Transients in Viscoelastic Branched Pipelines” by Stefania Evangelista, Angelo Leopardi, Roberto Pignatelli, and Giovanni de Marinis 77
Evaluation of different formulations to optimally locate sensors in sewer systems. 77
Sulla perimetrazione delle aree di salvaguardia: il caso di studio dell'opera di presa sul Fiume Gari. 76
Contamination source detection in water networks under demand uncertainity. 76
Inverse Problems in Hydraulic Network Modelling. 76
Modellazione idrodinamica di un canale con cambio di scabrezza al fondo. 76
Empirical formulae for modelling trihalomethanes formation in water supply systems. 76
Vulnerability assessment after chlorine disinfection in drinking water distribution system. 76
Two-Dimensional Modeling of Floods to Map Risk Prone Areas. 75
Un laboratorio di campo per il monitoraggio di una rete idrica: richieste di portata – primi risultati. 75
Behavior of a Finite Disturbance in a Mobile Bed Stream. 74
Modelli di mescolamento nei serbatoi idrici. 74
Effect of data uncertainty on trihalomethanes prediction in water supply systems using kinetic models 74
Vulnerability Assessment to Trihalomethane Exposure in Water Distribution Systems 74
Two-Phase Depth-Integrated Model for Unsteady River Flow. 73
Influenza dell’incertezza della domanda sulla calibrazione e simulazione delle reti idriche. 73
Development of a numerical model for the study of effect of defence structures on debris flow. 73
Computation of sand erosion around river groyne. 73
Multiobjective Valve Management Optimization Formulations for Water Quality Enhancement in Water Distribution Networks 73
Numerical modeling of geomorphic processes in the presence of slope failures 73
Drinking Water Vulnerability Assessment after Disinfection through Chlorine 73
Water Hammer in Viscoelastic Pipes - The effect of junctions - first results 72
Some Remarks on a Morphodynamical Model for Gravel Bed Streams. 72
A Model-Based Approach for Energy Optimization of Real Wastewater Pumping Station 72
Considerazioni sulla scelta della legge reologica nella simulazione di fenomeni di colata di detriti. 71
Numerical Simulation of Dam Break on Erodible Bed. 70
La vulnerabilità e la sicurezza dei sistemi acquedottistici 70
Modeling dam break granular flows 70
Water Infrastructure Protection against Intentional Attacks. An experience in Italy. 70
Un metodo per l’individuazione dell’origine di una contaminazione in un sistema di distribuzione idrica. – Applicazione al caso studio reale dell’acquedotto Vesuviano. 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 8.391
Categoria #
all - tutte 29.276
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 29.276


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019766 0 0 0 0 0 30 248 18 16 7 116 331
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
2022/20234.142 271 334 162 260 244 726 3 245 1.770 10 43 74
2023/2024318 79 25 46 19 57 92 0 0 0 0 0 0
Totale 9.547