ALVISI, Stefano
 Distribuzione geografica
Continente #
NA - Nord America 12.034
EU - Europa 7.638
AS - Asia 6.452
SA - Sud America 1.268
AF - Africa 182
OC - Oceania 37
Continente sconosciuto - Info sul continente non disponibili 5
Totale 27.616
Nazione #
US - Stati Uniti d'America 11.728
SG - Singapore 2.542
DE - Germania 2.231
CN - Cina 1.743
IT - Italia 1.624
BR - Brasile 1.060
PL - Polonia 895
HK - Hong Kong 666
UA - Ucraina 633
RU - Federazione Russa 603
GB - Regno Unito 425
TR - Turchia 424
VN - Vietnam 402
FI - Finlandia 379
SE - Svezia 244
FR - Francia 161
CA - Canada 135
MX - Messico 132
ID - Indonesia 130
NL - Olanda 111
JP - Giappone 93
IN - India 92
AR - Argentina 82
ZA - Sudafrica 79
ES - Italia 69
BD - Bangladesh 51
BE - Belgio 51
KR - Corea 50
IR - Iran 42
EC - Ecuador 40
AT - Austria 34
IQ - Iraq 30
CH - Svizzera 26
PT - Portogallo 26
AU - Australia 24
PH - Filippine 23
PK - Pakistan 22
CO - Colombia 21
GR - Grecia 21
MA - Marocco 21
LT - Lituania 20
ET - Etiopia 18
PE - Perù 18
EG - Egitto 15
PY - Paraguay 15
TW - Taiwan 15
CL - Cile 14
RO - Romania 14
MY - Malesia 12
AE - Emirati Arabi Uniti 11
KE - Kenya 11
NO - Norvegia 11
TN - Tunisia 11
UZ - Uzbekistan 11
CZ - Repubblica Ceca 10
JO - Giordania 10
DZ - Algeria 9
IE - Irlanda 9
LB - Libano 9
DK - Danimarca 8
IL - Israele 8
VE - Venezuela 8
JM - Giamaica 7
NZ - Nuova Zelanda 7
PS - Palestinian Territory 7
SA - Arabia Saudita 7
CY - Cipro 6
TH - Thailandia 6
AL - Albania 5
BG - Bulgaria 5
CU - Cuba 5
HR - Croazia 5
NP - Nepal 5
OM - Oman 5
UY - Uruguay 5
AM - Armenia 4
AZ - Azerbaigian 4
BO - Bolivia 4
CR - Costa Rica 4
EU - Europa 4
KZ - Kazakistan 4
PG - Papua Nuova Guinea 4
TT - Trinidad e Tobago 4
BN - Brunei Darussalam 3
BY - Bielorussia 3
DO - Repubblica Dominicana 3
HN - Honduras 3
LI - Liechtenstein 3
NG - Nigeria 3
PA - Panama 3
PR - Porto Rico 3
SN - Senegal 3
SV - El Salvador 3
AO - Angola 2
BW - Botswana 2
GA - Gabon 2
KG - Kirghizistan 2
KW - Kuwait 2
LK - Sri Lanka 2
LV - Lettonia 2
Totale 27.583
Città #
Singapore 1.484
Fairfield 1.190
Woodbridge 1.092
Ashburn 1.084
Warsaw 885
Jacksonville 707
Houston 688
Santa Clara 675
Hong Kong 647
Chandler 590
Beijing 586
Ann Arbor 525
Wilmington 470
Seattle 410
Cambridge 393
Ferrara 338
Munich 295
Izmir 277
Dallas 254
Nanjing 224
Helsinki 195
Princeton 191
Los Angeles 175
Milan 147
Boardman 143
Ho Chi Minh City 138
The Dalles 117
New York 112
Addison 110
São Paulo 98
Jakarta 96
San Diego 86
Bremen 85
Mexico City 75
Shanghai 75
Tokyo 69
Rome 63
Brooklyn 59
London 59
Hanoi 58
Nanchang 58
Chicago 54
Bologna 53
Shenyang 52
Hefei 51
Moscow 45
Jiaxing 44
Falkenstein 43
Hebei 40
Montreal 40
Atlanta 39
Rio de Janeiro 39
Tianjin 39
Changsha 36
Johannesburg 35
Norwalk 34
San Francisco 34
Stockholm 33
Brussels 32
Mountain View 30
Redwood City 30
Bari 28
Orem 28
Poplar 28
Phoenix 27
Chennai 26
Belo Horizonte 25
Guangzhou 25
Denver 24
Council Bluffs 23
Dong Ket 23
Lappeenranta 23
Naples 22
Toronto 22
Dearborn 21
Falls Church 21
Nuremberg 21
Turku 21
Zhengzhou 21
Brasília 20
Frankfurt am Main 20
Indiana 20
Da Nang 19
Kunming 19
Boston 17
Guayaquil 17
Amsterdam 16
Ankara 16
Athens 16
Columbus 16
Jinan 16
Manchester 16
Trieste 16
Florence 15
Ottawa 15
Tappahannock 15
Orange 14
San Mateo 14
Baghdad 13
Catania 13
Totale 16.598
Nome #
Monitoring a real service line under user activity 442
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 372
Benchmarking of Advanced Control Strategies for a Simulated Hydroelectric System 326
A comparison of short-term water demand forecasting models 300
Study of the Time Response of a Simulated Hydroelectric System 280
Comparison of different approaches to predict the performance of pumps as turbines (PATs) 272
Energy production by means of pumps as turbines in water distribution networks 270
La dislocazione delle valvole di chiusura in una rete idrica complessa 258
Procedure per la valutazione e pianificazione dei processi di rinnovo delle condotte nelle reti acquedottistiche 257
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 253
Data-Driven Control Techniques for Renewable Energy Conversion Systems: Wind Turbine and Hydroelectric Plants 249
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 235
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 232
A conceptual grey rainfall-runoff model for simulation with uncertainty 231
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 226
A grey-based method for evaluating the effects of rating curve uncertainty on frequency analysis of annual maxima 223
A multi-objective approach for detecting and responding to accidental and intentional contamination events in water distribution systems 221
Il buon uso dell'acqua - Il ciclo urbano dell'acqua 220
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 218
Overview of Modelling and Control Strategies for Wind and Wave Energy Systems: Comparisons and Contrasts 218
A probabilistic short-termwater demand forecasting model based on the Markov chain 216
A New Procedure for Optimal Design of District Metered Areas Based on the Multilevel Balancing and Refinement Algorithm 203
Genetic Algorithms for Scheduling Devices Operation in a Water Distribution System in Response to Contamination Events 202
Optimal Placement of Valves in a Water Distribution Network with CLP(FD) 200
Development of a physics-based model to predict the performance of pumps as turbines 199
A fast new method for segment identification in water distribution systems 198
A comparison between pattern based and neural network short-term water demand forecasting models 197
Fault tolerant control of a simulated hydroelectric system 196
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 195
Wireless middleware solutions for smart water metering 192
Fault tolerant model predictive control applied to a simulated hydroelectric system 192
Development of a physics-based model to predict the performance of pumps as turbines (PATs) 183
A Bilevel Mixed Integer Linear Programming Model for Valves Location in Water Distribution Systems 182
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 181
Generation of synthetic cross-correlated water demand time series 181
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 180
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 179
A Comparison of Short-Term Water Demand Forecasting Models 179
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 178
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 178
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 175
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 175
A Methodology for Pumping Control Based on Time Variable Trigger Levels 174
Self Tuning Control Techniques for a Wind Turbine System and a Hydroelectric Plant 174
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 169
Comparison of Different Approaches to Predict the Performance of Pumps As Turbines (PATs) 169
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 167
Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system 166
Markov Chain based model for probabilistic short term water demand forecasting 166
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 164
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 164
Calibration and sensitivity analysis of the C-town pipe network model 163
Generation of synthetic cross-correlated water demand time series 161
Scheduling countermeasures to contamination events by genetic algorithms 161
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 159
Segment identification in water distribution systems 158
Evaluating water demand shortfalls in segment analysis 158
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 158
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 157
Model for hydraulic networks with evenly distributed demands along pipes 156
A linearization approach for improving the computational efficiency of water distribution system ranking-based optimization algorithms 151
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 151
Crisp discharge forecasts and grey uncertainty bands using data-driven models 150
Rehabilitation, repairing and leakage detection optimization in water distribution systems 150
Pipe roughness calibration in water distribution systems using grey numbers 146
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 146
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 146
A multi-step approach for optimal design of the D-town pipe network model 146
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 145
Grey neural networks for river stage forecasting with uncertainty 144
Dislocazione e dosaggio ottimale delle stazioni di clorazione in una rete acquedottistica 143
Green Smart Technology for Water (GST4Water): Water loss identification at user level by using smart metering systems 143
A stochastic model for representing drinking water demand at residential level 142
Grey neural networks for estimating the uncertainty band of a real time forecasting model 142
Leakage detection planning in water distributin systems 140
Water distribution systems: Using linearized hydraulic equations within the framework of ranking-based optimization algorithms to improve their computational efficiency 140
Advanced leakage and pressure control in TeaAcque water utility in Mantova (Italy) by means of integrated mathematical models, leakage specialist software and real time pressure control system 139
Un nuovo metodo non iterativo per simulazioni pressure-driven in Epanet 139
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 138
A new non-iterative method for pressure-driven snapshot simulations with EPANET 137
A robust approach based on time variable trigger levels for pump control 135
Caratterizzazione dello stato strutturale di una rete acquedottistica attraverso la georeferenziazione delle rotture e l'analisi statistica 134
Il buon uso dell'acqua - L'acqua piovana è preziosa 134
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 133
null 131
Discharge estimation in open channels using dimensionless isovel contours and one fixed-point velocity measurement at least 130
Experimental test rig for acoustic leak location in water distribution systems 130
Un modello di previsione in tempo reale della richiesta idrica nelle reti di distribuzione di acqua potabile 129
Preserving duration-intensity correlation on synthetically generated water demand pulses 129
Experimental analysis of the dynamic behaviour of a real water distribution system 128
Using water consumption smart metering for water loss assessment in a DMA: a case study 128
Water level forecasting through neural network and fuzzy logic approaches: a comparison 126
null 126
Water level forecasting through fuzzy logic and artificial neural network approaches 125
A short-term pattern-based water demand forecasting model 124
null 123
Il buon uso dell'acqua - L'acqua virtuale e l' impronta d' acqua 121
Pressure and leakage management in a water system using integrated mathematical models and leakage specialist software: the non-revenue water reduction project of Tea Acque Srl Mantova 120
Fuzzy control techniques for energy conversion systems 119
Minimum Night Flow Analysis and Application of the Fixed and Variable Area Discharges Model for Characterizing Leakage in the Gorino Ferrarese (FE-Italy) District 119
Totale 17.830
Categoria #
all - tutte 121.403
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.965
Totale 124.368


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.834 0 0 0 0 0 385 232 302 106 396 267 146
2021/20221.677 86 184 92 74 96 111 74 71 73 151 165 500
2022/20231.691 200 51 64 188 303 242 105 137 229 17 102 53
2023/2024947 91 134 37 38 52 40 32 61 36 44 89 293
2024/20255.211 170 147 381 173 619 476 345 426 712 616 668 478
2025/20266.443 1.064 659 1.141 1.602 1.790 187 0 0 0 0 0 0
Totale 28.084