FRANCHINI, Marco
 Distribuzione geografica
Continente #
NA - Nord America 16.809
EU - Europa 9.613
AS - Asia 9.082
SA - Sud America 1.589
AF - Africa 199
OC - Oceania 44
Continente sconosciuto - Info sul continente non disponibili 3
Totale 37.339
Nazione #
US - Stati Uniti d'America 16.420
SG - Singapore 3.591
IT - Italia 2.641
CN - Cina 2.586
DE - Germania 2.523
BR - Brasile 1.327
UA - Ucraina 1.195
HK - Hong Kong 974
TR - Turchia 725
RU - Federazione Russa 662
GB - Regno Unito 654
FI - Finlandia 503
SE - Svezia 442
VN - Vietnam 442
PL - Polonia 268
FR - Francia 208
MX - Messico 190
CA - Canada 150
NL - Olanda 150
ID - Indonesia 137
IN - India 112
AR - Argentina 105
JP - Giappone 99
ZA - Sudafrica 92
ES - Italia 88
BD - Bangladesh 69
KR - Corea 59
BE - Belgio 56
IR - Iran 47
EC - Ecuador 41
AT - Austria 38
AU - Australia 32
PT - Portogallo 28
IQ - Iraq 27
CH - Svizzera 26
CO - Colombia 24
LT - Lituania 23
PE - Perù 23
MA - Marocco 21
CL - Cile 20
GR - Grecia 20
PH - Filippine 20
PK - Pakistan 20
PY - Paraguay 20
AE - Emirati Arabi Uniti 19
ET - Etiopia 19
MY - Malesia 19
SA - Arabia Saudita 16
VE - Venezuela 16
EG - Egitto 15
TW - Taiwan 14
KE - Kenya 13
RO - Romania 13
UZ - Uzbekistan 13
JO - Giordania 12
DK - Danimarca 11
DZ - Algeria 11
NO - Norvegia 11
CZ - Repubblica Ceca 10
IE - Irlanda 10
TN - Tunisia 10
DO - Repubblica Dominicana 8
NP - Nepal 8
PS - Palestinian Territory 8
CU - Cuba 7
JM - Giamaica 7
OM - Oman 7
BO - Bolivia 6
CY - Cipro 6
IL - Israele 6
LB - Libano 6
NZ - Nuova Zelanda 6
UY - Uruguay 6
HR - Croazia 5
TH - Thailandia 5
AL - Albania 4
AM - Armenia 4
AZ - Azerbaigian 4
BG - Bulgaria 4
CR - Costa Rica 4
KG - Kirghizistan 4
KZ - Kazakistan 4
PA - Panama 4
PG - Papua Nuova Guinea 4
SI - Slovenia 4
TT - Trinidad e Tobago 4
BH - Bahrain 3
BY - Bielorussia 3
EU - Europa 3
HN - Honduras 3
MG - Madagascar 3
NG - Nigeria 3
SV - El Salvador 3
BA - Bosnia-Erzegovina 2
BN - Brunei Darussalam 2
BW - Botswana 2
BZ - Belize 2
CG - Congo 2
GA - Gabon 2
IS - Islanda 2
Totale 37.300
Città #
Singapore 2.118
Fairfield 1.578
Woodbridge 1.524
Ashburn 1.323
Jacksonville 1.275
Chandler 1.029
Hong Kong 955
Houston 932
Santa Clara 874
Beijing 751
Ann Arbor 641
Wilmington 615
Seattle 557
Cambridge 500
Izmir 475
Nanjing 404
Ferrara 402
Dallas 373
Munich 329
Princeton 304
Warsaw 253
Los Angeles 229
Addison 226
Milan 226
Helsinki 203
Boardman 198
Ho Chi Minh City 167
The Dalles 155
San Diego 140
Rome 136
Mexico City 133
New York 124
Nanchang 123
São Paulo 122
Hefei 108
Falkenstein 102
Shenyang 95
Shanghai 90
Jakarta 89
Bologna 87
Tianjin 84
Bremen 83
Hanoi 81
Tokyo 75
Hebei 74
London 74
Jiaxing 73
Chicago 68
Brooklyn 65
Changsha 65
Council Bluffs 51
San Mateo 51
Norwalk 50
Atlanta 47
Moscow 47
Redwood City 45
Rio de Janeiro 45
San Francisco 45
Toronto 42
Montreal 40
Stockholm 40
Bari 38
Brussels 37
Johannesburg 37
Turku 35
Zhengzhou 35
Kunming 34
Guangzhou 33
Mountain View 33
Philadelphia 33
Denver 32
Jinan 32
Belo Horizonte 31
Naples 31
Orem 31
Falls Church 30
Phoenix 30
Turin 30
Dearborn 29
Florence 29
Chennai 28
Poplar 27
Trieste 27
Catania 24
Brasília 23
Indiana 22
Washington 22
Frankfurt am Main 21
Lappeenranta 21
Manchester 21
Orange 21
Boston 20
Ningbo 20
Amsterdam 19
Des Moines 19
Guarulhos 19
Napoli 19
Verona 19
Da Nang 18
Hangzhou 18
Totale 22.258
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. 639
Monitoring a real service line under user activity 442
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 373
A comparison of short-term water demand forecasting models 300
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
A dimensionless procedure for the design of infiltration trenches 247
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 235
A conceptual grey rainfall-runoff model for simulation with uncertainty 233
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 232
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 224
La regionalizzazione delle piogge intense mediante il modello TCEV. Un'applicazione alla regione Romagna Marche 221
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
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 219
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 218
A probabilistic short-termwater demand forecasting model based on the Markov chain 216
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
A fast new method for segment identification in water distribution systems 198
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 197
A comparison between pattern based and neural network short-term water demand forecasting models 197
Regional scale hydrologic modeling of a karst-dominant geomorphology: The case study of the Island of Crete 196
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 195
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 192
Wireless middleware solutions for smart water metering 192
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 191
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 190
A new algorithm for the real time pressure control in water distribution networks 186
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 flood routing Muskingum type simulation and forecasting model based on level data alone 180
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 180
Glossario Internazionale di Idrologia 180
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 175
Unsteady flow modeling of pressure real-time control in water distribution networks 170
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 169
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 167
Using EPANET for modelling water distribution systems with users along the pipes 167
A rapid model for delimiting flooded areas 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
Forecasting discharges at the downstream end of a river reach through two simple Muskingum based procedures 165
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 165
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 164
Calibration and sensitivity analysis of the C-town pipe network model 163
A new algorithm for the real time pressure control in water distribution networks 161
Generation of synthetic cross-correlated water demand time series 161
Scheduling countermeasures to contamination events by genetic algorithms 161
Path based methods for the determination of nondispersive drainage directions in grid-based digital elevation models 160
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 159
Glossario Internazionale di Idrologia 158
Segment identification in water distribution systems 158
Evaluating water demand shortfalls in segment analysis 158
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 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
Minimum Flow estimation tools validated through hydrological and ecological monitoring in Alpine rivers 154
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 154
Conceptual design of a generic, real-time, near-optimal control system for water-distribution networks 152
Valutazione delle piogge intense nell'Italia centrosettentrionale 151
Rehabilitation, repairing and leakage detection optimization in water distribution systems 151
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
A Procedure for Evaluating the Compatibility of Surface Water Resources with Environmental and Human Requirements 148
Combined Analytical Solution of Overland Flow and Sediment Transport 147
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
Approvigionamento e distribuzione idrica: esperienze, ricerca ed innovazione. 145
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 144
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
Network Design through the Phasing of Construction Approach 142
Fuzzy Unit Hydrograph 141
Comparing several genetic algorithm schemes for the calibration of conceptual rainfall-runoff models 141
PHYSICAL INTERPRETATION AND SENSITIVITY ANALYSIS OF THE TOPMODEL 140
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
RATING CURVE ESTIMATION USING LOCAL STAGES, UPSTREAM DISCHARGE DATA AND A SIMPLIFIED HYDRAULIC MODEL 136
A multivariate, Multiseasonal Model for Long-term Persistent Hydological Series 136
Totale 18.395
Categoria #
all - tutte 165.003
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.594
Totale 167.597


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20212.409 0 0 0 0 0 521 209 401 122 505 442 209
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
2025/20268.468 1.400 806 1.571 2.073 2.323 295 0 0 0 0 0 0
Totale 37.784