SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

FRANCHINI, Marco
 Distribuzione geografica
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Continente #
NA - Nord America 19.036
AS - Asia 12.254
EU - Europa 10.574
SA - Sud America 2.005
AF - Africa 350
OC - Oceania 50
Continente sconosciuto - Info sul continente non disponibili 4
Totale 44.273
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Nazione #
US - Stati Uniti d'America 18.555
SG - Singapore 4.586
CN - Cina 2.945
IT - Italia 2.938
DE - Germania 2.564
BR - Brasile 1.539
UA - Ucraina 1.208
VN - Vietnam 1.174
HK - Hong Kong 1.087
TR - Turchia 761
GB - Regno Unito 726
RU - Federazione Russa 685
FI - Finlandia 554
FR - Francia 524
SE - Svezia 452
JP - Giappone 369
PL - Polonia 278
IN - India 268
MX - Messico 221
CA - Canada 186
NL - Olanda 185
AR - Argentina 174
ID - Indonesia 169
BD - Bangladesh 147
ZA - Sudafrica 126
ES - Italia 107
IQ - Iraq 106
PH - Filippine 82
CO - Colombia 67
BE - Belgio 66
KR - Corea 64
EC - Ecuador 61
PK - Pakistan 61
SA - Arabia Saudita 53
MY - Malesia 50
MA - Marocco 49
IR - Iran 47
AT - Austria 42
UZ - Uzbekistan 41
AE - Emirati Arabi Uniti 39
VE - Venezuela 39
AU - Australia 38
CL - Cile 37
PT - Portogallo 35
PY - Paraguay 32
CH - Svizzera 29
EG - Egitto 29
ET - Etiopia 29
PE - Perù 28
TN - Tunisia 27
LT - Lituania 24
GR - Grecia 23
DZ - Algeria 21
JO - Giordania 21
KE - Kenya 20
TW - Taiwan 20
NP - Nepal 18
OM - Oman 17
TH - Thailandia 15
IE - Irlanda 14
PS - Palestinian Territory 14
RO - Romania 14
CZ - Repubblica Ceca 13
DK - Danimarca 13
NO - Norvegia 13
AZ - Azerbaigian 12
DO - Repubblica Dominicana 12
KG - Kirghizistan 12
UY - Uruguay 12
BO - Bolivia 11
LB - Libano 11
BY - Bielorussia 9
IL - Israele 9
JM - Giamaica 9
SI - Slovenia 9
CR - Costa Rica 8
CY - Cipro 8
KZ - Kazakistan 8
PA - Panama 8
SY - Repubblica araba siriana 8
CU - Cuba 7
HR - Croazia 7
RS - Serbia 7
AL - Albania 6
NZ - Nuova Zelanda 6
TT - Trinidad e Tobago 6
AM - Armenia 5
BA - Bosnia-Erzegovina 5
BG - Bulgaria 5
GE - Georgia 5
LY - Libia 5
MD - Moldavia 5
MK - Macedonia 5
NG - Nigeria 5
SV - El Salvador 5
TZ - Tanzania 5
AO - Angola 4
HN - Honduras 4
PG - Papua Nuova Guinea 4
QA - Qatar 4
Totale 44.190
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Città #
Singapore 2.943
Ashburn 1.929
Fairfield 1.578
Woodbridge 1.524
Jacksonville 1.276
Hong Kong 1.053
Chandler 1.029
Houston 942
San Jose 934
Santa Clara 892
Beijing 807
Ann Arbor 641
Wilmington 615
Seattle 563
Cambridge 500
Izmir 477
Ho Chi Minh City 415
Nanjing 405
Ferrara 404
Dallas 381
Tokyo 342
Munich 331
Princeton 304
Los Angeles 284
Hanoi 266
Warsaw 261
Milan 252
Lauterbourg 250
Helsinki 249
Addison 226
Boardman 199
The Dalles 187
New York 182
Rome 159
São Paulo 144
Mexico City 143
San Diego 142
Nanchang 124
Hefei 108
Falkenstein 103
Council Bluffs 99
Shanghai 95
Shenyang 95
Bologna 94
Jakarta 92
Tianjin 87
Orem 86
London 84
Bremen 83
Chicago 80
Hebei 74
Jiaxing 73
Brooklyn 70
Changsha 65
Chennai 59
Montreal 57
Rio de Janeiro 57
Atlanta 55
Da Nang 54
San Francisco 52
Toronto 52
San Mateo 51
Norwalk 50
Moscow 49
Stockholm 48
Baghdad 47
Frankfurt am Main 46
Johannesburg 45
Redwood City 45
Guangzhou 43
Haiphong 43
Brussels 42
Bari 40
Denver 40
Manchester 39
Turin 37
Poplar 36
Naples 35
Turku 35
Zhengzhou 35
Amsterdam 34
Belo Horizonte 34
Kunming 34
Philadelphia 34
Tashkent 34
Jinan 33
Mountain View 33
Phoenix 33
Florence 32
Falls Church 30
Catania 29
Dearborn 29
Kuala Lumpur 28
Boston 27
Brasília 27
Trieste 27
Mumbai 26
Lappeenranta 25
Washington 25
Curitiba 23
Totale 26.530
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Nome #
Costruzione della scala di deflusso in una sezione con sole misure di livello utilizzando le portate registrate a monte ed un modello diffussivo-convettivo. 676
Monitoring a real service line under user activity 520
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 401
A comparison of short-term water demand forecasting models 331
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 290
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
A dimensionless procedure for the design of infiltration trenches 277
A conceptual grey rainfall-runoff model for simulation with uncertainty 269
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 253
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 252
La regionalizzazione delle piogge intense mediante il modello TCEV. Un'applicazione alla regione Romagna Marche 243
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 243
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 233
Wireless middleware solutions for smart water metering 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
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 227
Regional scale hydrologic modeling of a karst-dominant geomorphology: The case study of the Island of Crete 227
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 225
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 224
A Methodology for Pumping Control Based on Time Variable Trigger Levels 222
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 220
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 219
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 218
A Comparison of Short-Term Water Demand Forecasting Models 218
Generation of synthetic cross-correlated water demand time series 216
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 214
A new algorithm for the real time pressure control in water distribution networks 212
A flood routing Muskingum type simulation and forecasting model based on level data alone 208
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 207
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 206
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 205
Glossario Internazionale di Idrologia 205
Valutazione delle piogge intense nell'Italia centrosettentrionale 204
Using EPANET for modelling water distribution systems with users along the pipes 203
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 201
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 199
A rapid model for delimiting flooded areas 198
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 198
Segment identification in water distribution systems 196
Unsteady flow modeling of pressure real-time control in water distribution networks 195
A new algorithm for the real time pressure control in water distribution networks 193
Scheduling countermeasures to contamination events by genetic algorithms 193
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 193
Forecasting discharges at the downstream end of a river reach through two simple Muskingum based procedures 192
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 191
Markov Chain based model for probabilistic short term water demand forecasting 191
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 191
Evaluating water demand shortfalls in segment analysis 187
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
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 183
Generation of synthetic cross-correlated water demand time series 183
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
Path based methods for the determination of nondispersive drainage directions in grid-based digital elevation models 178
Glossario Internazionale di Idrologia 177
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 177
Minimum Flow estimation tools validated through hydrological and ecological monitoring in Alpine rivers 176
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 175
A multi-step approach for optimal design of the D-town pipe network model 175
Fuzzy Unit Hydrograph 173
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 173
Conceptual design of a generic, real-time, near-optimal control system for water-distribution networks 172
A new non-iterative method for pressure-driven snapshot simulations with EPANET 172
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 172
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 172
Crisp discharge forecasts and grey uncertainty bands using data-driven models 171
Rehabilitation, repairing and leakage detection optimization in water distribution systems 169
A Procedure for Evaluating the Compatibility of Surface Water Resources with Environmental and Human Requirements 169
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 168
A multivariate, Multiseasonal Model for Long-term Persistent Hydological Series 167
Leakage detection planning in water distributin systems 167
Approvigionamento e distribuzione idrica: esperienze, ricerca ed innovazione. 167
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 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
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 165
Comparing several genetic algorithm schemes for the calibration of conceptual rainfall-runoff models 164
A stochastic model for representing drinking water demand at residential level 164
Network Design through the Phasing of Construction Approach 164
Combined Analytical Solution of Overland Flow and Sediment Transport 164
Pipe roughness calibration in water distribution systems using grey numbers 163
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
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
A robust approach based on time variable trigger levels for pump control 159
Totale 21.256
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Categoria #
all - tutte 177.469
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.825
Totale 180.294
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.156 0 0 0 0 0 0 0 0 0 505 442 209
2021/20222.571 85 279 170 163 117 132 84 131 99 228 216 867
2022/20232.684 309 86 77 324 453 421 131 233 378 34 160 78
2023/20241.324 135 221 63 55 84 59 43 90 42 47 126 359
2024/20256.667 239 192 485 189 810 518 350 573 994 783 886 648
2025/202615.404 1.400 806 1.571 2.073 2.323 1.145 2.028 808 1.623 1.627 0 0
Totale 44.720