ALVISI, Stefano
 Distribuzione geografica
Continente #
NA - Nord America 13.936
AS - Asia 8.901
EU - Europa 8.323
SA - Sud America 1.564
AF - Africa 283
OC - Oceania 44
Continente sconosciuto - Info sul continente non disponibili 5
Totale 33.056
Nazione #
US - Stati Uniti d'America 13.556
SG - Singapore 3.374
DE - Germania 2.275
CN - Cina 2.004
IT - Italia 1.794
BR - Brasile 1.216
VN - Vietnam 960
PL - Polonia 906
HK - Hong Kong 742
UA - Ucraina 647
RU - Federazione Russa 617
GB - Regno Unito 487
TR - Turchia 452
FI - Finlandia 410
FR - Francia 383
JP - Giappone 302
SE - Svezia 254
IN - India 215
CA - Canada 166
MX - Messico 152
ID - Indonesia 150
NL - Olanda 142
AR - Argentina 126
BD - Bangladesh 105
ZA - Sudafrica 101
ES - Italia 87
IQ - Iraq 84
PH - Filippine 70
BE - Belgio 58
EC - Ecuador 57
KR - Corea 55
CO - Colombia 52
PK - Pakistan 50
IR - Iran 44
MA - Marocco 40
AT - Austria 37
MY - Malesia 36
PT - Portogallo 33
SA - Arabia Saudita 33
AU - Australia 31
UZ - Uzbekistan 31
CH - Svizzera 29
CL - Cile 26
EG - Egitto 25
ET - Etiopia 25
AE - Emirati Arabi Uniti 24
GR - Grecia 24
PE - Perù 24
VE - Venezuela 24
PY - Paraguay 22
TN - Tunisia 21
TW - Taiwan 21
LT - Lituania 20
DZ - Algeria 17
JO - Giordania 16
RO - Romania 15
KE - Kenya 14
LB - Libano 14
OM - Oman 14
IE - Irlanda 13
NP - Nepal 13
CZ - Repubblica Ceca 12
NO - Norvegia 12
PS - Palestinian Territory 11
TH - Thailandia 11
JM - Giamaica 10
AZ - Azerbaigian 9
BY - Bielorussia 9
DK - Danimarca 9
CR - Costa Rica 8
IL - Israele 8
PA - Panama 8
UY - Uruguay 8
AL - Albania 7
CY - Cipro 7
HR - Croazia 7
KG - Kirghizistan 7
KZ - Kazakistan 7
NZ - Nuova Zelanda 7
SI - Slovenia 7
BO - Bolivia 6
DO - Repubblica Dominicana 6
SN - Senegal 6
SY - Repubblica araba siriana 6
AO - Angola 5
BG - Bulgaria 5
CU - Cuba 5
TT - Trinidad e Tobago 5
TZ - Tanzania 5
AM - Armenia 4
EU - Europa 4
GE - Georgia 4
GT - Guatemala 4
HN - Honduras 4
KW - Kuwait 4
MK - Macedonia 4
NG - Nigeria 4
PG - Papua Nuova Guinea 4
RS - Serbia 4
SV - El Salvador 4
Totale 32.992
Città #
Singapore 2.179
Ashburn 1.627
Fairfield 1.190
Woodbridge 1.092
Warsaw 892
San Jose 769
Hong Kong 712
Jacksonville 708
Houston 696
Santa Clara 692
Beijing 621
Chandler 590
Ann Arbor 525
Wilmington 470
Seattle 414
Cambridge 393
Ferrara 344
Ho Chi Minh City 330
Munich 297
Izmir 277
Tokyo 275
Dallas 264
Nanjing 224
Helsinki 221
Los Angeles 219
Hanoi 195
Princeton 191
Lauterbourg 168
Milan 162
New York 151
Boardman 144
The Dalles 141
São Paulo 112
Addison 110
Jakarta 98
San Diego 87
Bremen 86
Mexico City 83
Shanghai 82
Orem 77
Rome 71
London 67
Brooklyn 64
Chicago 62
Nanchang 60
Chennai 58
Bologna 57
Montreal 57
Council Bluffs 53
Hefei 52
Shenyang 52
Atlanta 47
Rio de Janeiro 47
Da Nang 46
Moscow 46
Falkenstein 44
Frankfurt am Main 44
Jiaxing 44
San Francisco 41
Stockholm 41
Baghdad 40
Hebei 40
Tianjin 40
Johannesburg 39
Brussels 36
Changsha 36
Poplar 35
Denver 34
Norwalk 34
Amsterdam 33
Manchester 33
Phoenix 31
Bari 30
Guangzhou 30
Haiphong 30
Mountain View 30
Redwood City 30
Toronto 29
Lappeenranta 28
Belo Horizonte 26
Naples 26
Tashkent 25
Boston 24
Brasília 23
Dong Ket 23
Guayaquil 23
Nuremberg 23
Biên Hòa 22
Dearborn 21
Falls Church 21
Turku 21
Zhengzhou 21
Indiana 20
Kunming 19
Mumbai 19
Ankara 18
Washington 18
Athens 17
Jinan 17
Kuala Lumpur 17
Totale 20.043
Nome #
Monitoring a real service line under user activity 520
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 401
Benchmarking of Advanced Control Strategies for a Simulated Hydroelectric System 349
A comparison of short-term water demand forecasting models 331
Study of the Time Response of a Simulated Hydroelectric System 305
Comparison of different approaches to predict the performance of pumps as turbines (PATs) 304
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 291
Energy production by means of pumps as turbines in water distribution networks 287
Procedure per la valutazione e pianificazione dei processi di rinnovo delle condotte nelle reti acquedottistiche 283
La dislocazione delle valvole di chiusura in una rete idrica complessa 278
Data-Driven Control Techniques for Renewable Energy Conversion Systems: Wind Turbine and Hydroelectric Plants 272
A conceptual grey rainfall-runoff model for simulation with uncertainty 270
A multi-objective approach for detecting and responding to accidental and intentional contamination events in water distribution systems 268
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 268
A probabilistic short-termwater demand forecasting model based on the Markov chain 261
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 260
A grey-based method for evaluating the effects of rating curve uncertainty on frequency analysis of annual maxima 255
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 254
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 252
A New Procedure for Optimal Design of District Metered Areas Based on the Multilevel Balancing and Refinement Algorithm 249
Overview of Modelling and Control Strategies for Wind and Wave Energy Systems: Comparisons and Contrasts 246
Il buon uso dell'acqua - Il ciclo urbano dell'acqua 240
A fast new method for segment identification in water distribution systems 238
A Bilevel Mixed Integer Linear Programming Model for Valves Location in Water Distribution Systems 234
Wireless middleware solutions for smart water metering 233
Fault tolerant control of a simulated hydroelectric system 232
Genetic Algorithms for Scheduling Devices Operation in a Water Distribution System in Response to Contamination Events 232
Optimal Placement of Valves in a Water Distribution Network with CLP(FD) 231
A comparison between pattern based and neural network short-term water demand forecasting models 230
Fault tolerant model predictive control applied to a simulated hydroelectric system 229
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 225
A Methodology for Pumping Control Based on Time Variable Trigger Levels 224
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 221
A Comparison of Short-Term Water Demand Forecasting Models 220
Development of a physics-based model to predict the performance of pumps as turbines 217
Generation of synthetic cross-correlated water demand time series 217
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 214
Development of a physics-based model to predict the performance of pumps as turbines (PATs) 214
Comparison of Different Approaches to Predict the Performance of Pumps As Turbines (PATs) 212
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 208
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 207
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 206
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 202
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 201
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 198
Segment identification in water distribution systems 197
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 194
Scheduling countermeasures to contamination events by genetic algorithms 193
Markov Chain based model for probabilistic short term water demand forecasting 192
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 192
Self Tuning Control Techniques for a Wind Turbine System and a Hydroelectric Plant 192
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 191
Evaluating water demand shortfalls in segment analysis 188
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 186
A linearization approach for improving the computational efficiency of water distribution system ranking-based optimization algorithms 185
Model for hydraulic networks with evenly distributed demands along pipes 184
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 184
Generation of synthetic cross-correlated water demand time series 184
Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system 181
Calibration and sensitivity analysis of the C-town pipe network model 180
Green Smart Technology for Water (GST4Water): Water loss identification at user level by using smart metering systems 180
A multi-step approach for optimal design of the D-town pipe network model 176
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 175
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 174
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 173
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 173
A new non-iterative method for pressure-driven snapshot simulations with EPANET 172
Crisp discharge forecasts and grey uncertainty bands using data-driven models 171
Experimental test rig for acoustic leak location in water distribution systems 171
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 170
Rehabilitation, repairing and leakage detection optimization in water distribution systems 169
Leakage detection planning in water distributin systems 167
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 167
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 166
Un nuovo metodo non iterativo per simulazioni pressure-driven in Epanet 166
Dislocazione e dosaggio ottimale delle stazioni di clorazione in una rete acquedottistica 165
A stochastic model for representing drinking water demand at residential level 164
Pipe roughness calibration in water distribution systems using grey numbers 164
Grey neural networks for estimating the uncertainty band of a real time forecasting model 160
Discharge estimation in open channels using dimensionless isovel contours and one fixed-point velocity measurement at least 160
A robust approach based on time variable trigger levels for pump control 160
Caratterizzazione dello stato strutturale di una rete acquedottistica attraverso la georeferenziazione delle rotture e l'analisi statistica 159
Il buon uso dell'acqua - L'acqua piovana è preziosa 159
Preserving duration-intensity correlation on synthetically generated water demand pulses 158
Using water consumption smart metering for water loss assessment in a DMA: a case study 158
Experimental analysis of the dynamic behaviour of a real water distribution system 157
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 153
Water level forecasting through neural network and fuzzy logic approaches: a comparison 152
Grey neural networks for river stage forecasting with uncertainty 152
Water distribution systems: Using linearized hydraulic equations within the framework of ranking-based optimization algorithms to improve their computational efficiency 151
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 148
Effects of COVID-19 Restrictions on Water Consumption in the Padua Water Distribution Network (Italy) 147
Minimum Night Flow Analysis and Application of the Fixed and Variable Area Discharges Model for Characterizing Leakage in the Gorino Ferrarese (FE-Italy) District 145
Fuzzy control techniques for energy conversion systems 144
Pressure management in water distribution networks by means of pumps as turbines: a case study in Northern Italy 143
Il buon uso dell'acqua - L'acqua virtuale e l' impronta d' acqua 143
Analisi delle rotture nelle reti acquedottistiche mediante georeferenziazione 143
Il buon uso dell'acqua - La riduzione della disponibilità di acqua dolce nel mondo 142
A short-term pattern-based water demand forecasting model 141
Un modello di previsione in tempo reale della richiesta idrica nelle reti di distribuzione di acqua potabile 141
Totale 20.691
Categoria #
all - tutte 131.495
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.225
Totale 134.720


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021809 0 0 0 0 0 0 0 0 0 396 267 146
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
2025/202611.889 1.064 659 1.141 1.602 1.790 886 1.543 660 1.228 1.316 0 0
Totale 33.530