IRIS
BERARDI, LUIGI
 Distribuzione geografica
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Continente #
NA - Nord America 2.914
EU - Europa 1.346
AS - Asia 819
SA - Sud America 149
AF - Africa 6
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 1
Totale 5.238
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Nazione #
US - Stati Uniti d'America 2.889
SG - Singapore 482
IE - Irlanda 348
UA - Ucraina 236
CN - Cina 224
IT - Italia 202
SE - Svezia 183
BR - Brasile 139
DE - Germania 137
FR - Francia 61
RU - Federazione Russa 38
TR - Turchia 29
GB - Regno Unito 28
PK - Pakistan 17
CA - Canada 15
BE - Belgio 13
NL - Olanda 13
ES - Italia 12
FI - Finlandia 10
HK - Hong Kong 10
PL - Polonia 9
HR - Croazia 8
VN - Vietnam 8
BG - Bulgaria 7
CZ - Repubblica Ceca 7
AT - Austria 6
MX - Messico 6
IQ - Iraq 5
TW - Taiwan 5
UZ - Uzbekistan 5
BD - Bangladesh 4
IN - India 4
IR - Iran 4
RS - Serbia 4
EE - Estonia 3
JP - Giappone 3
KR - Corea 3
LT - Lituania 3
MK - Macedonia 3
TH - Thailandia 3
AR - Argentina 2
CO - Colombia 2
EC - Ecuador 2
EU - Europa 2
GR - Grecia 2
HU - Ungheria 2
MD - Moldavia 2
PA - Panama 2
PT - Portogallo 2
RO - Romania 2
SA - Arabia Saudita 2
ZA - Sudafrica 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AU - Australia 1
BO - Bolivia 1
CH - Svizzera 1
CL - Cile 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EG - Egitto 1
ET - Etiopia 1
GY - Guiana 1
HN - Honduras 1
ID - Indonesia 1
IL - Israele 1
JO - Giordania 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LB - Libano 1
LU - Lussemburgo 1
MA - Marocco 1
MT - Malta 1
MY - Malesia 1
OM - Oman 1
PE - Perù 1
PH - Filippine 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 5.238
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Città #
Chandler 725
Dublin 326
Singapore 304
Ashburn 261
Jacksonville 247
Princeton 195
Ann Arbor 99
Wilmington 66
Santa Clara 62
Washington 57
Nanjing 56
The Dalles 50
Boardman 44
Los Angeles 43
Altamura 38
Woodbridge 30
Seattle 25
Fairfield 23
Hebei 23
Kocaeli 23
Lessolo 22
Houston 21
Nanchang 21
Changsha 20
Moscow 20
Munich 19
Cambridge 14
Islamabad 14
Jiaxing 14
Shenyang 14
Brussels 13
São Paulo 12
Norwalk 11
Bari 10
New York 9
Tappahannock 9
Amsterdam 8
Dong Ket 8
Falls Church 8
Hangzhou 8
London 8
Turku 8
Warsaw 8
Zagreb 8
Sofia 7
Tianjin 7
Chieti 6
Edinburgh 6
Mascalucia 6
Naples 6
Nuremberg 6
San Francisco 6
Shanghai 6
Amantea 5
Beijing 5
Central 5
Dallas 5
Hong Kong 5
Madrid 5
Montreal 5
Phoenix 5
Tashkent 5
Vienna 5
Xi'an 5
Belgrade 4
Brasília 4
Chicago 4
Frankfurt am Main 4
Hanover 4
Mashhad 4
Milan 4
Napoli 4
Olomouc 4
Pescara 4
Stockholm 4
Taipei 4
West Jordan 4
Bangkok 3
Barcelona 3
Barceloneta 3
Boston 3
Brooklyn 3
Calgary 3
Jinan 3
Kyiv 3
Mexico City 3
Ottawa 3
Redwood City 3
Rio de Janeiro 3
Toronto 3
Turin 3
Varese 3
Anápolis 2
Atlanta 2
Baghdad 2
Belo Horizonte 2
Birmingham 2
Boa Vista 2
Budapest 2
Caivano 2
Totale 3.228
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Nome #
EPR-MOGA-XL: an excel based paradigm to enhance transfer of research achievements on data-driven modeling 128
Some explicit formulations of Colebrook-White friction factor considering accuracy vs.computational speed 106
Prioritizing pipe replacement: From multiobjective genetic algorithms to operational decision support 98
Optimal design of district metering areas for the reduction of leakages 89
Special issue on the battle of background leakage assessment for water networks 88
Towards serious gaming for water distribution networks sizing: A teaching experiment 81
Water distribution network calibration using enhanced GGA and topological analysis 81
Operational and tactical management of water and energy resources in pressurized systems: Competition at WDSA 2014 80
An excel-based solution to bring water distribution network analysis closer to users 79
Exploiting multi-objective strategies for optimal rehabilitation planning 78
Editorial 78
Accounting for uniformly distributed pipe demand in WDN analysis: Enhanced GGA 76
WDNetXL: Hydraulic and topology analysis integration and features 76
Modeling Local Water Storages Delivering Customer Demands in WDN Models 75
Strategies for the electric regulation of pressure control valves 75
Supporting decision on energy vs. asset cost optimization in drinking water distribution networks 75
Predicting torsional strength of RC beams by using Evolutionary Polynomial Regression 74
Accounting for Directional Devices in WDN Modeling 74
Integrated pressure control strategies for sustainable management of water distribution networks 74
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 72
Data-Modelling Applications in Water System Management 72
A Teaching Experiment Using a Serious Game for WDNs Sizing 72
Development of pipe deterioration models for water distribution systems using EPR 71
Modelling sewer failure by evolutionary computing 70
Battle of the water calibration networks 70
Centrality Metrics for Water Distribution Networks 70
Computationally Efficient Modeling Method for Large Water Network Analysis 68
Hydraulic system modelling: Background leakage model calibration in Oppegård municipality 68
Edge betweenness for water distribution networks domain analysis 68
Linear and evolutionary polynomial regression models to forecast coastal dynamics: Comparison and reliability assessment 66
Feasibility of Mass Balance Approach to Water Distribution Network Model Calibration 66
Assessing climate change and asset deterioration impacts on water distribution networks: Demand-driven or pressure-driven network modeling? 66
Data-mining approach to investigate sedimentation features in combined sewer overflows 66
A tool for preliminary WDN topological analysis 66
An effective multi-objective approach to prioritisation of sewer pipe inspection 65
Reducing Background Leakages and Energy Consumption in a Real WDN by Optimal DMA Design 64
Comparison of WDN segmentations based on modularity indexes 64
Estimating leakages in water distribution networks based only on inlet flow data 64
Operational optimization: Water losses versus energy costs 63
Pipe level burst prediction using EPR and MCS-EPR 63
Assessing mechanical vulnerability in water distribution networks under multiple failures 63
Active Leakage Control with WDNetXL 62
A Proposal of Optimal Sampling Design Using Infrastructure Modularity 62
Seismic reliability assessment of water distribution networks 62
Investigation of burst-prediction formulas for water distribution systems by evolutionary computing 62
Optimal Design of District Metering Areas 62
Evolutionary Polynomial Regression as an alternative way to predict the torsional strength of reinforced concrete beams 62
Advancements on pipe hydraulic resistance correction in WDN analysis 62
Accounting for local water storages in assessing WDN supply capacity 61
Risk Assessment and Development of Maintenance Strategy for Pipe Rehabilitation Using WDNetXL 60
Simulating floods in ephemeral streams in Southern Italy by full-2D hydraulic models 59
Optimal water distribution network design accounting for valve shutdowns 58
Enhanced global gradient algorithm: A general formulation 58
Generalizing WDN simulation models to variable tank levels 57
General metrics for segmenting infrastructure networks 57
Advancements in water distribution network simulation by Enhanced GGA 57
A proposal of topological sampling design 57
A decision support tool for operational optimization in WDNetXL 57
WQNetXL: A MS-excel water quality system tool for WDNs 57
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 56
A Methodology to Estimate Leakages in Water Distribution Networks Based on Inlet Flow Data Analysis 56
An operative approach to water distribution system rehabilitation 56
Battle of background Leakage Assessment for Water Networks (BBLAWN) at WDSA conference 2014 56
Modularity Index for Optimal Sensor Placement in WDNs 55
Evolutionary modeling of longshore sediment transport 55
Energy saving and leakage control in Water Distribution Networks: A joint research project between Italy and China 55
Efficient multi-objective optimal design of water distribution networks on a budget of simulations using hybrid algorithms 54
Comparing new perspective of hybrid approach and conventional kinetic modelling techniques of a submerged biofilm reactor performance 51
Supporting flooding risk assessment in ephemeral streams in Southern Italy 51
Calibration of water distribution system using topological analysis 51
Complex Network Theory for Water Distribution Networks Analysis 51
Supporting Real-time Pressure Control in Oppegård Municipality with WDNetXL 50
Testing linear solvers for WDN models 49
Multi-case EPR strategy for the development of sewer failure performance indicators 49
Relevance of hydraulic modelling in planning and operating real-time pressure control: Case of Oppegård municipality 48
Leakage management: WDNetXL Pressure Control Module 47
Optimal pipe replacement accounting for leakage reduction and isolation valves 44
Journal of Hydroinformatics: Editorial 44
Non-deposition self-cleansing models for large sewer pipes 44
Detecting Pipe Bursts In Water Distribution Networks Using EPR Modeling Paradigm 43
Leakage management: Planning remote real time controlled pressure reduction in Oppegård municipality 40
Predicting bedload sediment transport of non-cohesive material in sewer pipes using evolutionary polynomial regression–multi-objective genetic algorithm strategy 40
Calibration of Design Models for Leakage Management of Water Distribution Networks 37
Optimal Pump Scheduling Strategies Accounting for Background Leakages and Energy Cost 36
A Novel Approach to Analyze the Isolation Valve System Based on the Complex Network Theory 33
Leakage Management Influence on Water Age of Water Distribution Networks 28
Reliability analysis of complex water distribution systems: the role of the network connectivity and tanks 27
Topological and hydraulic metrics-based search space reduction for optimal re-sizing of water distribution networks 22
A digital water strategy based on the digital water service concept to support asset management in a real system 21
Effects of Orifice Diameter and Retention Time of Local Tanks on the Reliability and Carbon Footprint of Water Distribution Networks 21
From Advanced Hydraulic Modelling to Performance Indicator for the Efficiency of Investments in Leakage Management of Pressurized Water Systems 18
From digital twin paradigm to digital water services 14
Totale 5.536
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Categoria #
all - tutte 29.693
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 29.693
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20204 0 0 0 0 0 0 0 0 0 0 0 4
2020/2021589 47 76 105 64 84 91 11 6 22 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
2024/20251.180 73 259 156 42 44 34 15 102 161 61 181 52
Totale 5.536