IRIS
BERARDI, LUIGI
 Distribuzione geografica
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Continente #
NA - Nord America 3.953
AS - Asia 1.789
EU - Europa 1.701
SA - Sud America 273
AF - Africa 29
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 2
Totale 7.750
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Nazione #
US - Stati Uniti d'America 3.892
SG - Singapore 999
CN - Cina 377
IE - Irlanda 349
RU - Federazione Russa 272
UA - Ucraina 237
BR - Brasile 232
IT - Italia 224
SE - Svezia 186
DE - Germania 176
VN - Vietnam 140
HK - Hong Kong 68
FR - Francia 67
GB - Regno Unito 45
TR - Turchia 35
IN - India 28
CA - Canada 27
MX - Messico 20
PK - Pakistan 20
ES - Italia 19
JP - Giappone 17
NL - Olanda 17
BD - Bangladesh 16
PL - Polonia 16
IQ - Iraq 15
SA - Arabia Saudita 15
FI - Finlandia 14
BE - Belgio 13
AR - Argentina 11
ZA - Sudafrica 10
AT - Austria 8
HR - Croazia 8
TH - Thailandia 8
UZ - Uzbekistan 8
BG - Bulgaria 7
CO - Colombia 7
CZ - Repubblica Ceca 7
EC - Ecuador 6
LT - Lituania 6
KR - Corea 5
TW - Taiwan 5
VE - Venezuela 5
CR - Costa Rica 4
DZ - Algeria 4
ID - Indonesia 4
IR - Iran 4
JO - Giordania 4
RO - Romania 4
RS - Serbia 4
DO - Repubblica Dominicana 3
EE - Estonia 3
EG - Egitto 3
ET - Etiopia 3
MA - Marocco 3
MK - Macedonia 3
MY - Malesia 3
OM - Oman 3
PE - Perù 3
PT - Portogallo 3
PY - Paraguay 3
AE - Emirati Arabi Uniti 2
CH - Svizzera 2
CL - Cile 2
EU - Europa 2
GR - Grecia 2
HU - Ungheria 2
IL - Israele 2
KE - Kenya 2
KZ - Kazakistan 2
LB - Libano 2
MD - Moldavia 2
NI - Nicaragua 2
PA - Panama 2
PH - Filippine 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AU - Australia 1
BB - Barbados 1
BO - Bolivia 1
BY - Bielorussia 1
CG - Congo 1
DK - Danimarca 1
GD - Grenada 1
GY - Guiana 1
HN - Honduras 1
KG - Kirghizistan 1
KH - Cambogia 1
LU - Lussemburgo 1
MT - Malta 1
MU - Mauritius 1
NP - Nepal 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
SR - Suriname 1
TN - Tunisia 1
TO - Tonga 1
UY - Uruguay 1
Totale 7.750
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Città #
Singapore 743
Chandler 725
Ashburn 413
San Jose 370
Dublin 327
Jacksonville 247
Princeton 195
Dallas 138
Ann Arbor 99
Los Angeles 80
Santa Clara 78
Wilmington 66
Beijing 64
Hong Kong 60
Washington 57
Nanjing 56
The Dalles 50
Ho Chi Minh City 48
Council Bluffs 46
Boardman 44
Moscow 42
Munich 41
Altamura 38
Redondo Beach 37
Buffalo 35
Hanoi 33
Woodbridge 30
New York 28
Seattle 26
Fairfield 23
Hebei 23
Houston 23
Kocaeli 23
Lessolo 22
Nanchang 21
Changsha 20
São Paulo 17
Frankfurt am Main 15
Tokyo 15
Cambridge 14
Islamabad 14
Jiaxing 14
Shenyang 14
Warsaw 14
Brussels 13
Hangzhou 11
Norwalk 11
Bari 10
London 10
Phoenix 10
Amsterdam 9
Boston 9
Johannesburg 9
Nuremberg 9
Orem 9
Tappahannock 9
Turku 9
Dong Ket 8
Falls Church 8
Montreal 8
Tashkent 8
Vienna 8
Zagreb 8
Baghdad 7
Chicago 7
Haiphong 7
Milan 7
Naples 7
Sofia 7
Stockholm 7
Tianjin 7
Brasília 6
Chieti 6
Denver 6
Edinburgh 6
Mascalucia 6
Mexico City 6
Rio de Janeiro 6
San Francisco 6
Shanghai 6
Amantea 5
Brooklyn 5
Central 5
Dhaka 5
Hefei 5
Madrid 5
Medina 5
Riyadh 5
Tongling 5
Xi'an 5
Amman 4
Atlanta 4
Bangkok 4
Belgrade 4
Calgary 4
Chennai 4
Fortaleza 4
Genoa 4
Go Vap 4
Guadalajara 4
Totale 4.864
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Nome #
EPR-MOGA-XL: an excel based paradigm to enhance transfer of research achievements on data-driven modeling 160
Some explicit formulations of Colebrook-White friction factor considering accuracy vs.computational speed 138
Prioritizing pipe replacement: From multiobjective genetic algorithms to operational decision support 122
Optimal design of district metering areas for the reduction of leakages 119
Special issue on the battle of background leakage assessment for water networks 114
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 110
Towards serious gaming for water distribution networks sizing: A teaching experiment 110
Water distribution network calibration using enhanced GGA and topological analysis 110
Accounting for Directional Devices in WDN Modeling 110
Accounting for uniformly distributed pipe demand in WDN analysis: Enhanced GGA 109
An excel-based solution to bring water distribution network analysis closer to users 107
An effective multi-objective approach to prioritisation of sewer pipe inspection 105
Operational and tactical management of water and energy resources in pressurized systems: Competition at WDSA 2014 103
A Proposal of Optimal Sampling Design Using Infrastructure Modularity 103
Modeling Local Water Storages Delivering Customer Demands in WDN Models 102
Predicting torsional strength of RC beams by using Evolutionary Polynomial Regression 102
WDNetXL: Hydraulic and topology analysis integration and features 102
Integrated pressure control strategies for sustainable management of water distribution networks 102
Battle of the water calibration networks 100
Development of pipe deterioration models for water distribution systems using EPR 100
Data-Modelling Applications in Water System Management 99
Computationally Efficient Modeling Method for Large Water Network Analysis 99
Supporting decision on energy vs. asset cost optimization in drinking water distribution networks 98
Exploiting multi-objective strategies for optimal rehabilitation planning 98
A Teaching Experiment Using a Serious Game for WDNs Sizing 98
Modelling sewer failure by evolutionary computing 97
Hydraulic system modelling: Background leakage model calibration in Oppegård municipality 97
Generalizing WDN simulation models to variable tank levels 96
Centrality Metrics for Water Distribution Networks 96
Linear and evolutionary polynomial regression models to forecast coastal dynamics: Comparison and reliability assessment 95
Strategies for the electric regulation of pressure control valves 95
Feasibility of Mass Balance Approach to Water Distribution Network Model Calibration 95
Assessing climate change and asset deterioration impacts on water distribution networks: Demand-driven or pressure-driven network modeling? 95
Edge betweenness for water distribution networks domain analysis 95
Editorial 95
Assessing mechanical vulnerability in water distribution networks under multiple failures 95
Advancements in water distribution network simulation by Enhanced GGA 94
Optimal Design of District Metering Areas 94
Efficient multi-objective optimal design of water distribution networks on a budget of simulations using hybrid algorithms 93
Evolutionary Polynomial Regression as an alternative way to predict the torsional strength of reinforced concrete beams 92
Accounting for local water storages in assessing WDN supply capacity 92
A tool for preliminary WDN topological analysis 90
Active Leakage Control with WDNetXL 89
Estimating leakages in water distribution networks based only on inlet flow data 88
Data-mining approach to investigate sedimentation features in combined sewer overflows 87
Seismic reliability assessment of water distribution networks 87
Investigation of burst-prediction formulas for water distribution systems by evolutionary computing 87
Operational optimization: Water losses versus energy costs 86
A proposal of topological sampling design 86
Reducing Background Leakages and Energy Consumption in a Real WDN by Optimal DMA Design 85
Simulating floods in ephemeral streams in Southern Italy by full-2D hydraulic models 85
An Integrated Modeling Approach to Optimize the Management of a Water Distribution System: Improving the Sustainability while Dealing with Water Loss, Energy Consumption and Environmental Impacts 84
Advancements on pipe hydraulic resistance correction in WDN analysis 84
Comparison of WDN segmentations based on modularity indexes 84
Optimal water distribution network design accounting for valve shutdowns 83
A Methodology to Estimate Leakages in Water Distribution Networks Based on Inlet Flow Data Analysis 82
WQNetXL: A MS-excel water quality system tool for WDNs 82
Risk Assessment and Development of Maintenance Strategy for Pipe Rehabilitation Using WDNetXL 82
Calibration of Design Models for Leakage Management of Water Distribution Networks 82
General metrics for segmenting infrastructure networks 81
Pipe level burst prediction using EPR and MCS-EPR 81
A Novel Approach to Analyze the Isolation Valve System Based on the Complex Network Theory 80
A decision support tool for operational optimization in WDNetXL 78
Comparing new perspective of hybrid approach and conventional kinetic modelling techniques of a submerged biofilm reactor performance 77
An operative approach to water distribution system rehabilitation 77
Battle of background Leakage Assessment for Water Networks (BBLAWN) at WDSA conference 2014 77
Multi-case EPR strategy for the development of sewer failure performance indicators 75
Enhanced global gradient algorithm: A general formulation 75
Energy saving and leakage control in Water Distribution Networks: A joint research project between Italy and China 75
Evolutionary modeling of longshore sediment transport 74
Calibration of water distribution system using topological analysis 74
Complex Network Theory for Water Distribution Networks Analysis 74
Non-deposition self-cleansing models for large sewer pipes 71
Modularity Index for Optimal Sensor Placement in WDNs 70
Relevance of hydraulic modelling in planning and operating real-time pressure control: Case of Oppegård municipality 70
Testing linear solvers for WDN models 69
Supporting flooding risk assessment in ephemeral streams in Southern Italy 69
Supporting Real-time Pressure Control in Oppegård Municipality with WDNetXL 68
A digital water strategy based on the digital water service concept to support asset management in a real system 67
Leakage management: WDNetXL Pressure Control Module 67
Optimal pipe replacement accounting for leakage reduction and isolation valves 66
Leakage management: Planning remote real time controlled pressure reduction in Oppegård municipality 66
Leakage Management Influence on Water Age of Water Distribution Networks 65
Predicting bedload sediment transport of non-cohesive material in sewer pipes using evolutionary polynomial regression–multi-objective genetic algorithm strategy 64
Topological and hydraulic metrics-based search space reduction for optimal re-sizing of water distribution networks 62
From Advanced Hydraulic Modelling to Performance Indicator for the Efficiency of Investments in Leakage Management of Pressurized Water Systems 62
Journal of Hydroinformatics: Editorial 62
Detecting Pipe Bursts In Water Distribution Networks Using EPR Modeling Paradigm 60
Optimal Pump Scheduling Strategies Accounting for Background Leakages and Energy Cost 56
Effects of Orifice Diameter and Retention Time of Local Tanks on the Reliability and Carbon Footprint of Water Distribution Networks 53
From digital twin paradigm to digital water services 49
Reliability analysis of complex water distribution systems: the role of the network connectivity and tanks 48
Evaluating coastal safety using individual wave overtopping volumes: insights from evolutionary polynomial regression 24
Using water loss performance indicators to support regulation and planning in real water distribution systems 4
Studying the Effects of Private Water Storage Tanks on Pump Scheduling Optimization and Leakage Control 1
Totale 8.060
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Categoria #
all - tutte 37.869
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 37.869
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202183 0 0 0 0 0 0 0 0 0 47 19 17
2021/2022541 19 28 0 37 32 9 9 28 35 8 74 262
2022/20231.814 201 236 92 198 166 291 70 162 247 12 92 47
2023/2024762 48 37 93 24 61 257 97 58 7 36 9 35
2024/20251.219 73 259 156 42 44 34 15 102 161 61 181 91
2025/20262.485 224 78 277 194 251 128 512 237 314 270 0 0
Totale 8.060