FRANCHINI, Marco
 Distribuzione geografica
Continente #
NA - Nord America 21.076
AS - Asia 12.678
EU - Europa 10.970
SA - Sud America 2.028
Continente sconosciuto - Info sul continente non disponibili 452
AF - Africa 351
OC - Oceania 60
Totale 47.615
Nazione #
US - Stati Uniti d'America 20.464
SG - Singapore 4.650
IT - Italia 3.232
CN - Cina 3.039
DE - Germania 2.569
BR - Brasile 1.550
UA - Ucraina 1.209
VN - Vietnam 1.177
HK - Hong Kong 1.126
TR - Turchia 762
GB - Regno Unito 728
RU - Federazione Russa 685
FI - Finlandia 554
FR - Francia 527
SE - Svezia 502
JP - Giappone 372
BD - Bangladesh 351
PL - Polonia 288
IN - India 270
CA - Canada 262
MX - Messico 230
NL - Olanda 197
AR - Argentina 177
ID - Indonesia 170
ZA - Sudafrica 126
ES - Italia 111
IQ - Iraq 107
PH - Filippine 83
CO - Colombia 74
BE - Belgio 66
KR - Corea 65
EC - Ecuador 61
PK - Pakistan 61
MY - Malesia 56
SA - Arabia Saudita 53
MA - Marocco 50
AU - Australia 48
IR - Iran 48
AT - Austria 42
UZ - Uzbekistan 41
AE - Emirati Arabi Uniti 39
CL - Cile 39
VE - Venezuela 39
PT - Portogallo 37
CH - Svizzera 33
PY - Paraguay 32
EG - Egitto 29
ET - Etiopia 29
PE - Perù 28
TN - Tunisia 27
LT - Lituania 25
GR - Grecia 24
TW - Taiwan 22
DZ - Algeria 21
JM - Giamaica 21
JO - Giordania 21
KE - Kenya 20
NP - Nepal 19
OM - Oman 17
TH - Thailandia 15
CR - Costa Rica 14
CZ - Repubblica Ceca 14
IE - Irlanda 14
NO - Norvegia 14
PS - Palestinian Territory 14
RO - Romania 14
DK - Danimarca 13
AZ - Azerbaigian 12
DO - Repubblica Dominicana 12
KG - Kirghizistan 12
UY - Uruguay 12
BO - Bolivia 11
LB - Libano 11
SI - Slovenia 11
SV - El Salvador 10
BY - Bielorussia 9
IL - Israele 9
CY - Cipro 8
HN - Honduras 8
HR - Croazia 8
KZ - Kazakistan 8
PA - Panama 8
SY - Repubblica araba siriana 8
TT - Trinidad e Tobago 8
CU - Cuba 7
RS - Serbia 7
AL - Albania 6
GT - Guatemala 6
NZ - Nuova Zelanda 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
NI - Nicaragua 5
PR - Porto Rico 5
TZ - Tanzania 5
Totale 47.069
Città #
Singapore 2.967
Ashburn 2.089
Fairfield 1.578
Woodbridge 1.525
Jacksonville 1.279
San Jose 1.252
Hong Kong 1.092
Chandler 1.030
Santa Clara 987
Houston 950
Beijing 855
Council Bluffs 699
Ann Arbor 641
Wilmington 615
Seattle 567
Cambridge 501
Izmir 477
Ho Chi Minh City 418
Ferrara 406
Nanjing 405
Dallas 397
Tokyo 343
Munich 331
Los Angeles 320
Princeton 307
Milan 285
Hanoi 266
New York 266
Warsaw 266
Lauterbourg 251
Helsinki 249
Addison 226
Boardman 201
The Dalles 195
Rome 183
Mexico City 146
São Paulo 145
San Diego 143
Nanchang 124
Hefei 108
Falkenstein 103
Bologna 100
Shanghai 96
Shenyang 95
Jakarta 92
Chicago 90
Orem 89
Tianjin 87
London 86
Toronto 86
Bremen 83
Atlanta 80
Brooklyn 78
Hebei 74
Jiaxing 73
Changsha 65
Montreal 64
Chennai 59
San Francisco 59
Rio de Janeiro 57
Da Nang 54
San Mateo 52
Norwalk 50
Moscow 49
Stockholm 48
Turin 48
Baghdad 47
Frankfurt am Main 47
Johannesburg 45
Phoenix 45
Redwood City 45
Bari 44
Denver 44
Guangzhou 44
Haiphong 43
Brussels 42
Naples 41
Philadelphia 40
Manchester 39
Amsterdam 36
Buffalo 36
Poplar 36
Belo Horizonte 35
Turku 35
Zhengzhou 35
Florence 34
Kunming 34
Tashkent 34
Washington 34
Catania 33
Jinan 33
Mountain View 33
Kuala Lumpur 32
Falls Church 30
Dearborn 29
Boston 28
Trieste 28
Brasília 27
Mumbai 27
Lappeenranta 25
Totale 28.242
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. 696
Monitoring a real service line under user activity 545
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 409
A comparison of short-term water demand forecasting models 344
Una procedura per la distrettualizzazione delle reti di distribuzione idriche 323
Procedure per la valutazione e pianificazione dei processi di rinnovo delle condotte nelle reti acquedottistiche 293
A dimensionless procedure for the design of infiltration trenches 291
La dislocazione delle valvole di chiusura in una rete idrica complessa 283
Estimating discharge in drainage channels through measurements of surface velocity alone: A case study 280
A multi-objective approach for detecting and responding to accidental and intentional contamination events in water distribution systems 279
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 279
A conceptual grey rainfall-runoff model for simulation with uncertainty 276
A probabilistic short-termwater demand forecasting model based on the Markov chain 272
A grey-based method for evaluating the effects of rating curve uncertainty on frequency analysis of annual maxima 269
Measurement of surface velocity in open channels using a lightweight remotely piloted aircraft system 269
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 266
A Short-Term Water Demand Forecasting Model Using a Moving Window on Previously Observed Data 266
La regionalizzazione delle piogge intense mediante il modello TCEV. Un'applicazione alla regione Romagna Marche 265
Estimation of bathymetry (and discharge) in natural river cross-sections by using an entropy approach 265
Wireless middleware solutions for smart water metering 263
A Bilevel Mixed Integer Linear Programming Model for Valves Location in Water Distribution Systems 251
Optimal Placement of Valves in a Water Distribution Network with CLP(FD) 246
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 246
Il buon uso dell'acqua - Il ciclo urbano dell'acqua 246
Regional scale hydrologic modeling of a karst-dominant geomorphology: The case study of the Island of Crete 244
A fast new method for segment identification in water distribution systems 243
Genetic Algorithms for Scheduling Devices Operation in a Water Distribution System in Response to Contamination Events 241
A comparison between pattern based and neural network short-term water demand forecasting models 239
A Comparison of Short-Term Water Demand Forecasting Models 239
A Methodology for Pumping Control Based on Time Variable Trigger Levels 232
An ASP Approach for the Valves Positioning Optimization in a Water Distribution System 231
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 230
A grey-based methodology for representing uncertainty in discharge measurements at a gauged river site 228
Generation of synthetic cross-correlated water demand time series 227
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 226
Valutazione delle piogge intense nell'Italia centrosettentrionale 225
A flood routing Muskingum type simulation and forecasting model based on level data alone 221
Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event 220
Analysis of non-iterative methods and proposal of a new one for pressure-driven snapshot simulations with EPANET 220
Using EPANET for modelling water distribution systems with users along the pipes 218
Estimating discharge in rivers through the combined use of dimensionless isovels and point velocity measurements 218
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 217
A new algorithm for the real time pressure control in water distribution networks 215
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 214
Three Methods for Estimating the Entropy Parameter M Based on a Decreasing Number of Velocity Measurements in a River Cross-Section 214
Disaggregation of Household Water Use by Means of a Rule-based, Automated Methodology 214
Glossario Internazionale di Idrologia 210
Unsteady flow modeling of pressure real-time control in water distribution networks 209
Forecasting discharges at the downstream end of a river reach through two simple Muskingum based procedures 207
A rapid model for delimiting flooded areas 207
Green Smart Technology for Water (GST4Water): Water loss identification at user level by using smart metering systems 206
Segment identification in water distribution systems 205
A new algorithm for the real time pressure control in water distribution networks 205
Generation of Synthetic Water Demand Time Series at Different Temporal and Spatial Aggregation Levels 202
Assessment of predictive uncertainty within the framework of water demand forecasting using the Model Conditional Processor (MCP) 201
Markov Chain based model for probabilistic short term water demand forecasting 201
Scheduling countermeasures to contamination events by genetic algorithms 200
Preliminary GIS Elaborations to Apply Rapid Flood Spreading Models 200
Model for hydraulic networks with evenly distributed demands along pipes 196
Evaluating water demand shortfalls in segment analysis 195
Near optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm 193
Calibration and sensitivity analysis of the C-town pipe network model 192
Multiobjective optimization of rehabilitation and leakage detection scheduling in water distribution systems 191
Generation of synthetic cross-correlated water demand time series 191
A linearization approach for improving the computational efficiency of water distribution system ranking-based optimization algorithms 191
Pressure management in water distribution networks by means of pumps as turbines: a case study in Northern Italy 189
Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system 188
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 188
Glossario Internazionale di Idrologia 186
A multi-step approach for optimal design of the D-town pipe network model 186
Path based methods for the determination of nondispersive drainage directions in grid-based digital elevation models 185
A new non-iterative method for pressure-driven snapshot simulations with EPANET 185
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 183
Minimum Flow estimation tools validated through hydrological and ecological monitoring in Alpine rivers 182
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 182
Fuzzy Unit Hydrograph 181
Crisp discharge forecasts and grey uncertainty bands using data-driven models 181
From water consumption smart metering to leakage characterization at district and user level: the GST4Water project 180
ESTIMATION OF DISCHARGE AND ROUGHNESS BY MEASUREMENT OF WATER LEVELS ALONE. A Review of the Slope-Area Method 179
Comparison of parametric and non-parametric disaggregation models for the top-down generation of water demand time series 178
Comparison of Parametric and Non-Parametric Disaggregation Models for the Top-Down Generation of Water Demand Time Series 177
Un nuovo metodo non iterativo per simulazioni pressure-driven in Epanet 177
A multivariate, Multiseasonal Model for Long-term Persistent Hydological Series 176
A Pragmatic Approach for Chlorine Decay Modeling in Multiple-Source Water Distribution Networks Based on Trace Analysis 175
Conceptual design of a generic, real-time, near-optimal control system for water-distribution networks 175
Approvigionamento e distribuzione idrica: esperienze, ricerca ed innovazione. 175
UNCERTAINTY CHARACTERIZATION OF A CONCEPTUAL RAINFALL-RUNOFF MODEL BY USING GREY NUMBERS 175
A Procedure for Evaluating the Compatibility of Surface Water Resources with Environmental and Human Requirements 175
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 175
Comparing several genetic algorithm schemes for the calibration of conceptual rainfall-runoff models 174
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 174
Leakage detection planning in water distributin systems 173
Dislocazione e dosaggio ottimale delle stazioni di clorazione in una rete acquedottistica 173
Rehabilitation, repairing and leakage detection optimization in water distribution systems 173
Using water consumption smart metering for water loss assessment in a DMA: a case study 172
Pipe roughness calibration in water distribution systems using grey numbers 171
Experimental analysis of the dynamic behaviour of a real water distribution system 170
Combined Analytical Solution of Overland Flow and Sediment Transport 170
Grey neural networks for estimating the uncertainty band of a real time forecasting model 169
Caratterizzazione dello stato strutturale di una rete acquedottistica attraverso la georeferenziazione delle rotture e l'analisi statistica 167
Totale 22.419
Categoria #
all - tutte 199.217
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.178
Totale 202.395


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.486 0 279 170 163 117 132 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
2025/202616.855 1.400 806 1.571 2.073 2.323 1.145 2.028 808 1.623 1.958 688 432
2026/20271.444 581 863 0 0 0 0 0 0 0 0 0 0
Totale 47.615