ALVISI, Stefano
 Distribuzione geografica
Continente #
NA - Nord America 14.603
AS - Asia 9.154
EU - Europa 8.487
SA - Sud America 1.571
AF - Africa 283
OC - Oceania 48
Continente sconosciuto - Info sul continente non disponibili 5
Totale 34.151
Nazione #
US - Stati Uniti d'America 14.174
SG - Singapore 3.407
DE - Germania 2.275
CN - Cina 2.044
IT - Italia 1.940
BR - Brasile 1.217
VN - Vietnam 962
PL - Polonia 911
HK - Hong Kong 756
UA - Ucraina 647
RU - Federazione Russa 618
GB - Regno Unito 488
TR - Turchia 454
FI - Finlandia 410
FR - Francia 383
JP - Giappone 303
BD - Bangladesh 260
SE - Svezia 254
IN - India 216
CA - Canada 198
MX - Messico 156
NL - Olanda 151
ID - Indonesia 150
AR - Argentina 126
ZA - Sudafrica 101
ES - Italia 87
IQ - Iraq 84
PH - Filippine 70
BE - Belgio 58
CO - Colombia 58
EC - Ecuador 57
KR - Corea 55
PK - Pakistan 50
IR - Iran 45
MA - Marocco 40
MY - Malesia 38
AT - Austria 37
AU - Australia 34
PT - Portogallo 33
SA - Arabia Saudita 33
CH - Svizzera 31
UZ - Uzbekistan 31
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
TW - Taiwan 22
TN - Tunisia 21
LT - Lituania 20
DZ - Algeria 17
JO - Giordania 16
JM - Giamaica 15
RO - Romania 15
KE - Kenya 14
LB - Libano 14
NP - Nepal 14
OM - Oman 14
IE - Irlanda 13
CZ - Repubblica Ceca 12
NO - Norvegia 12
PS - Palestinian Territory 11
TH - Thailandia 11
CR - Costa Rica 10
AZ - Azerbaigian 9
BY - Bielorussia 9
DK - Danimarca 9
IL - Israele 8
NZ - Nuova Zelanda 8
PA - Panama 8
UY - Uruguay 8
AL - Albania 7
CY - Cipro 7
HR - Croazia 7
KG - Kirghizistan 7
KZ - Kazakistan 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
GT - Guatemala 5
SV - El Salvador 5
TT - Trinidad e Tobago 5
TZ - Tanzania 5
AM - Armenia 4
EU - Europa 4
GE - Georgia 4
HN - Honduras 4
KW - Kuwait 4
MK - Macedonia 4
NG - Nigeria 4
PG - Papua Nuova Guinea 4
PR - Porto Rico 4
Totale 34.083
Città #
Singapore 2.186
Ashburn 1.698
Fairfield 1.190
Woodbridge 1.093
San Jose 936
Warsaw 892
Hong Kong 726
Santa Clara 723
Jacksonville 708
Houston 703
Beijing 627
Chandler 591
Ann Arbor 525
Wilmington 470
Seattle 416
Cambridge 394
Ferrara 348
Ho Chi Minh City 331
Munich 297
Izmir 277
Tokyo 276
Dallas 270
Los Angeles 239
Nanjing 224
Helsinki 221
New York 206
Hanoi 195
Princeton 191
Milan 173
Lauterbourg 168
Boardman 146
The Dalles 145
São Paulo 112
Addison 110
Jakarta 98
San Diego 87
Bremen 86
Mexico City 83
Shanghai 83
Rome 79
Orem 77
Brooklyn 70
Chicago 68
London 68
Atlanta 63
Montreal 60
Nanchang 60
Bologna 59
Chennai 58
Council Bluffs 56
Hefei 52
Shenyang 52
Da Nang 47
Rio de Janeiro 47
Moscow 46
San Francisco 45
Falkenstein 44
Frankfurt am Main 44
Jiaxing 44
Stockholm 41
Baghdad 40
Hebei 40
Tianjin 40
Johannesburg 39
Toronto 39
Brussels 36
Changsha 36
Amsterdam 35
Denver 35
Poplar 35
Norwalk 34
Manchester 33
Naples 33
Phoenix 33
Bari 32
Guangzhou 30
Haiphong 30
Mountain View 30
Redwood City 30
Buffalo 28
Lappeenranta 28
Belo Horizonte 27
Tashkent 25
Boston 24
Brasília 23
Dong Ket 23
Guayaquil 23
Nuremberg 23
Biên Hòa 22
Turin 22
Dearborn 21
Falls Church 21
Turku 21
Zhengzhou 21
Indiana 20
Washington 20
Kunming 19
Mumbai 19
Ankara 18
Columbus 18
Totale 20.550
Nome #
Monitoring a real service line under user activity 531
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 405
Benchmarking of Advanced Control Strategies for a Simulated Hydroelectric System 351
A comparison of short-term water demand forecasting models 337
Comparison of different approaches to predict the performance of pumps as turbines (PATs) 317
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 316
Study of the Time Response of a Simulated Hydroelectric System 305
Energy production by means of pumps as turbines in water distribution networks 293
Procedure per la valutazione e pianificazione dei processi di rinnovo delle condotte nelle reti acquedottistiche 285
La dislocazione delle valvole di chiusura in una rete idrica complessa 278
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 275
Data-Driven Control Techniques for Renewable Energy Conversion Systems: Wind Turbine and Hydroelectric Plants 273
A conceptual grey rainfall-runoff model for simulation with uncertainty 271
A multi-objective approach for detecting and responding to accidental and intentional contamination events in water distribution systems 270
A probabilistic short-termwater demand forecasting model based on the Markov chain 267
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 262
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 262
A grey-based method for evaluating the effects of rating curve uncertainty on frequency analysis of annual maxima 261
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 260
A New Procedure for Optimal Design of District Metered Areas Based on the Multilevel Balancing and Refinement Algorithm 258
Overview of Modelling and Control Strategies for Wind and Wave Energy Systems: Comparisons and Contrasts 250
Wireless middleware solutions for smart water metering 250
Il buon uso dell'acqua - Il ciclo urbano dell'acqua 242
A fast new method for segment identification in water distribution systems 240
Fault tolerant control of a simulated hydroelectric system 239
Optimal Placement of Valves in a Water Distribution Network with CLP(FD) 236
A Bilevel Mixed Integer Linear Programming Model for Valves Location in Water Distribution Systems 236
Fault tolerant model predictive control applied to a simulated hydroelectric system 236
Genetic Algorithms for Scheduling Devices Operation in a Water Distribution System in Response to Contamination Events 235
A comparison between pattern based and neural network short-term water demand forecasting models 234
A Comparison of Short-Term Water Demand Forecasting Models 232
A Methodology for Pumping Control Based on Time Variable Trigger Levels 228
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 228
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 224
Development of a physics-based model to predict the performance of pumps as turbines (PATs) 220
Development of a physics-based model to predict the performance of pumps as turbines 220
Generation of synthetic cross-correlated water demand time series 220
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 219
Comparison of Different Approaches to Predict the Performance of Pumps As Turbines (PATs) 216
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 212
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 209
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 208
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 206
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 204
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 203
Segment identification in water distribution systems 199
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 198
Scheduling countermeasures to contamination events by genetic algorithms 197
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 197
Markov Chain based model for probabilistic short term water demand forecasting 195
Self Tuning Control Techniques for a Wind Turbine System and a Hydroelectric Plant 195
Green Smart Technology for Water (GST4Water): Water loss identification at user level by using smart metering systems 195
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 192
Model for hydraulic networks with evenly distributed demands along pipes 191
Evaluating water demand shortfalls in segment analysis 191
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 191
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 186
A linearization approach for improving the computational efficiency of water distribution system ranking-based optimization algorithms 186
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 182
Calibration and sensitivity analysis of the C-town pipe network model 180
A multi-step approach for optimal design of the D-town pipe network model 180
A new non-iterative method for pressure-driven snapshot simulations with EPANET 179
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 178
Pressure management in water distribution networks by means of pumps as turbines: a case study in Northern Italy 177
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 177
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 175
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 175
Crisp discharge forecasts and grey uncertainty bands using data-driven models 174
Un nuovo metodo non iterativo per simulazioni pressure-driven in Epanet 172
Experimental test rig for acoustic leak location in water distribution systems 172
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 171
Rehabilitation, repairing and leakage detection optimization in water distribution systems 169
Leakage detection planning in water distributin systems 168
Pipe roughness calibration in water distribution systems using grey numbers 168
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 168
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 168
Dislocazione e dosaggio ottimale delle stazioni di clorazione in una rete acquedottistica 166
A stochastic model for representing drinking water demand at residential level 165
Grey neural networks for estimating the uncertainty band of a real time forecasting model 165
Using water consumption smart metering for water loss assessment in a DMA: a case study 165
A robust approach based on time variable trigger levels for pump control 163
Experimental analysis of the dynamic behaviour of a real water distribution system 163
Caratterizzazione dello stato strutturale di una rete acquedottistica attraverso la georeferenziazione delle rotture e l'analisi statistica 162
Discharge estimation in open channels using dimensionless isovel contours and one fixed-point velocity measurement at least 162
A Pragmatic Approach for Chlorine Decay Modeling in Multiple-Source Water Distribution Networks Based on Trace Analysis 161
Preface of the 3rd International Joint Conference on Water Distribution Systems Analysis & Computing and Control for the Water Industry (WDSA/CCWI 2024) 161
Il buon uso dell'acqua - L'acqua piovana è preziosa 159
Preserving duration-intensity correlation on synthetically generated water demand pulses 159
Modellazione del decadimento del cloro nelle reti di distribuzione idrica complesse basata sulle aree di influenza 156
Water level forecasting through neural network and fuzzy logic approaches: a comparison 155
Grey neural networks for river stage forecasting with uncertainty 155
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 155
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 155
Minimum Night Flow Analysis and Application of the Fixed and Variable Area Discharges Model for Characterizing Leakage in the Gorino Ferrarese (FE-Italy) District 154
Water distribution systems: Using linearized hydraulic equations within the framework of ranking-based optimization algorithms to improve their computational efficiency 153
Effects of COVID-19 Restrictions on Water Consumption in the Padua Water Distribution Network (Italy) 151
Intermittent Water Supply System Rehabilitation through a Multiphase Methodology Based on Network Analysis and Hydraulic Modeling 150
Effects of the COVID-19 Lockdown on Water Consumptions: Northern Italy Case Study 147
Exploring residential minimum night consumption in a real water distribution network based on smart-meter data 146
Totale 21.182
Categoria #
all - tutte 139.991
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.433
Totale 143.424


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021146 0 0 0 0 0 0 0 0 0 0 0 146
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
2025/202612.987 1.064 659 1.141 1.602 1.790 886 1.543 660 1.228 1.483 601 330
Totale 34.628