SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

ALVISI, Stefano
 Distribuzione geografica
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Continente #
NA - Nord America 9.631
EU - Europa 6.443
AS - Asia 2.486
SA - Sud America 195
AF - Africa 58
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 5
Totale 18.835
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Nazione #
US - Stati Uniti d'America 9.551
DE - Germania 2.027
IT - Italia 1.392
CN - Cina 930
PL - Polonia 830
SG - Singapore 791
UA - Ucraina 588
RU - Federazione Russa 418
TR - Turchia 391
FI - Finlandia 326
GB - Regno Unito 293
SE - Svezia 210
BR - Brasile 164
ID - Indonesia 97
FR - Francia 93
NL - Olanda 71
BE - Belgio 44
CA - Canada 42
VN - Vietnam 42
KR - Corea 38
IR - Iran 36
HK - Hong Kong 32
JP - Giappone 29
CH - Svizzera 25
MX - Messico 25
IN - India 21
PT - Portogallo 20
ES - Italia 18
PH - Filippine 17
AT - Austria 16
ET - Etiopia 15
GR - Grecia 15
RO - Romania 13
AU - Australia 12
ZA - Sudafrica 11
NO - Norvegia 10
MA - Marocco 9
PE - Perù 9
PK - Pakistan 9
IE - Irlanda 8
CO - Colombia 7
CY - Cipro 6
IQ - Iraq 6
TW - Taiwan 6
CL - Cile 5
CU - Cuba 5
EC - Ecuador 5
LB - Libano 5
LT - Lituania 5
PS - Palestinian Territory 5
TH - Thailandia 5
AM - Armenia 4
BD - Bangladesh 4
DK - Danimarca 4
EU - Europa 4
TN - Tunisia 4
AL - Albania 3
AR - Argentina 3
BG - Bulgaria 3
CZ - Repubblica Ceca 3
EG - Egitto 3
MY - Malesia 3
NG - Nigeria 3
PG - Papua Nuova Guinea 3
AO - Angola 2
CR - Costa Rica 2
DZ - Algeria 2
JO - Giordania 2
MG - Madagascar 2
NZ - Nuova Zelanda 2
PR - Porto Rico 2
SI - Slovenia 2
SN - Senegal 2
SV - El Salvador 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
BY - Bielorussia 1
DO - Repubblica Dominicana 1
GA - Gabon 1
HR - Croazia 1
IL - Israele 1
IS - Islanda 1
KE - Kenya 1
KG - Kirghizistan 1
LK - Sri Lanka 1
MD - Moldavia 1
MK - Macedonia 1
ML - Mali 1
NP - Nepal 1
PY - Paraguay 1
SM - San Marino 1
SY - Repubblica araba siriana 1
TT - Trinidad e Tobago 1
TZ - Tanzania 1
UG - Uganda 1
UZ - Uzbekistan 1
VE - Venezuela 1
Totale 18.835
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Città #
Fairfield 1.190
Woodbridge 1.092
Warsaw 825
Jacksonville 705
Houston 671
Santa Clara 635
Ashburn 602
Chandler 590
Ann Arbor 525
Wilmington 467
Singapore 441
Seattle 399
Cambridge 393
Ferrara 323
Izmir 275
Nanjing 223
Princeton 191
Munich 186
Helsinki 183
Beijing 175
Boardman 143
Milan 130
Addison 110
Jakarta 93
Bremen 85
San Diego 85
Shanghai 68
Nanchang 58
Rome 56
Los Angeles 55
Shenyang 51
Bologna 48
Jiaxing 44
Hebei 40
Changsha 34
Norwalk 34
Falkenstein 32
Brussels 31
Mountain View 30
Redwood City 30
Tianjin 30
London 28
Dong Ket 23
Bari 22
Guangzhou 22
Falls Church 21
Dearborn 20
Indiana 20
Kunming 19
Naples 19
Zhengzhou 19
Council Bluffs 18
Tokyo 17
Hong Kong 16
Jinan 15
Tappahannock 15
Trieste 15
Ottawa 14
San Mateo 14
Athens 13
Ningbo 13
Orange 13
Des Moines 12
Frankfurt am Main 12
Napoli 12
New York 12
Yongsan-gu 12
Imola 11
Lappeenranta 11
Redmond 11
São Paulo 11
Verona 11
Wuhan 11
Chicago 10
San Francisco 10
Kelowna 9
Lanzhou 9
Nuremberg 9
Pavia 9
Turin 9
Washington 9
Auburn Hills 8
Florence 8
Forlì 8
Leawood 8
Nieuwegein 8
Rio de Janeiro 8
Belo Horizonte 7
Carini 7
Hangzhou 7
Istanbul 7
Toronto 7
Augusta 6
Berlin 6
Brasília 6
Catania 6
Dalmine 6
Dublin 6
Lisbon 6
Monterrey 6
Totale 12.085
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 313
Benchmarking of Advanced Control Strategies for a Simulated Hydroelectric System 287
Study of the Time Response of a Simulated Hydroelectric System 244
Energy production by means of pumps as turbines in water distribution networks 243
A comparison of short-term water demand forecasting models 243
Comparison of different approaches to predict the performance of pumps as turbines (PATs) 222
Monitoring a real service line under user activity 210
Procedure per la valutazione e pianificazione dei processi di rinnovo delle condotte nelle reti acquedottistiche 205
La dislocazione delle valvole di chiusura in una rete idrica complessa 200
Il buon uso dell'acqua - Il ciclo urbano dell'acqua 190
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 189
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 188
Data-Driven Control Techniques for Renewable Energy Conversion Systems: Wind Turbine and Hydroelectric Plants 185
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 180
Overview of Modelling and Control Strategies for Wind and Wave Energy Systems: Comparisons and Contrasts 179
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 173
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 172
Fault tolerant control of a simulated hydroelectric system 170
Fault tolerant model predictive control applied to a simulated hydroelectric system 161
Optimal Placement of Valves in a Water Distribution Network with CLP(FD) 157
A probabilistic short-termwater demand forecasting model based on the Markov chain 157
Development of a physics-based model to predict the performance of pumps as turbines 157
A grey-based method for evaluating the effects of rating curve uncertainty on frequency analysis of annual maxima 155
Genetic Algorithms for Scheduling Devices Operation in a Water Distribution System in Response to Contamination Events 155
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 152
A conceptual grey rainfall-runoff model for simulation with uncertainty 150
Development of a physics-based model to predict the performance of pumps as turbines (PATs) 150
A New Procedure for Optimal Design of District Metered Areas Based on the Multilevel Balancing and Refinement Algorithm 149
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 145
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 141
A multi-objective approach for detecting and responding to accidental and intentional contamination events in water distribution systems 141
Generation of synthetic cross-correlated water demand time series 138
Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system 137
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 136
A fast new method for segment identification in water distribution systems 135
Wireless middleware solutions for smart water metering 135
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 133
Self Tuning Control Techniques for a Wind Turbine System and a Hydroelectric Plant 133
Calibration and sensitivity analysis of the C-town pipe network model 132
null 131
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 130
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 130
Evaluating water demand shortfalls in segment analysis 128
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 128
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 126
null 126
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 125
A comparison between pattern based and neural network short-term water demand forecasting models 125
Segment identification in water distribution systems 123
null 123
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 122
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 121
Rehabilitation, repairing and leakage detection optimization in water distribution systems 121
Crisp discharge forecasts and grey uncertainty bands using data-driven models 120
Generation of synthetic cross-correlated water demand time series 120
Comparison of Different Approaches to Predict the Performance of Pumps As Turbines (PATs) 118
Model for hydraulic networks with evenly distributed demands along pipes 117
Grey neural networks for river stage forecasting with uncertainty 116
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 116
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 114
A robust approach based on time variable trigger levels for pump control 114
A stochastic model for representing drinking water demand at residential level 113
Scheduling countermeasures to contamination events by genetic algorithms 113
Pipe roughness calibration in water distribution systems using grey numbers 112
Water distribution systems: Using linearized hydraulic equations within the framework of ranking-based optimization algorithms to improve their computational efficiency 112
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 112
Markov Chain based model for probabilistic short term water demand forecasting 109
null 108
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 108
A Bilevel Mixed Integer Linear Programming Model for Valves Location in Water Distribution Systems 107
A Comparison of Short-Term Water Demand Forecasting Models 106
null 104
Preserving duration-intensity correlation on synthetically generated water demand pulses 104
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 104
Dislocazione e dosaggio ottimale delle stazioni di clorazione in una rete acquedottistica 102
null 102
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 102
A Methodology for Pumping Control Based on Time Variable Trigger Levels 102
Un modello di previsione in tempo reale della richiesta idrica nelle reti di distribuzione di acqua potabile 101
Leakage detection planning in water distributin systems 101
Un nuovo metodo non iterativo per simulazioni pressure-driven in Epanet 101
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 101
A linearization approach for improving the computational efficiency of water distribution system ranking-based optimization algorithms 99
A short-term pattern-based water demand forecasting model 98
Caratterizzazione dello stato strutturale di una rete acquedottistica attraverso la georeferenziazione delle rotture e l'analisi statistica 98
Grey neural networks for estimating the uncertainty band of a real time forecasting model 98
Optimizing the Operation of the Valencia Water Distribution System 97
null 97
null 96
A multi-step approach for optimal design of the D-town pipe network model 96
null 95
null 95
Il buon uso dell'acqua - L'acqua virtuale e l' impronta d' acqua 94
La riabilitazione delle condotte nelle reti acquedottistiche 93
Water level forecasting through fuzzy logic and artificial neural network approaches 92
null 92
Discharge estimation in open channels using dimensionless isovel contours and one fixed-point velocity measurement at least 92
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 92
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 90
Il buon uso dell'acqua - L'acqua diventa potabile: il caso dell'acquedotto di Ferrara 90
Totale 13.464
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Categoria #
all - tutte 85.599
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.011
Totale 87.610
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020922 0 0 0 0 0 0 0 0 278 340 189 115
2020/20212.825 304 191 110 232 154 385 232 302 106 396 267 146
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
2024/20252.861 170 147 381 173 619 476 345 426 124 0 0 0
Totale 19.291