SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.924
AS - Asia 3.592
EU - Europa 2.571
SA - Sud America 608
Continente sconosciuto - Info sul continente non disponibili 145
AF - Africa 69
OC - Oceania 8
Totale 13.917
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.793
SG - Singapore 1.364
CN - Cina 806
IT - Italia 747
DE - Germania 536
BR - Brasile 462
UA - Ucraina 386
VN - Vietnam 349
HK - Hong Kong 320
TR - Turchia 271
FI - Finlandia 177
GB - Regno Unito 166
FR - Francia 149
RU - Federazione Russa 138
JP - Giappone 97
BD - Bangladesh 96
SE - Svezia 85
PL - Polonia 84
IN - India 68
CA - Canada 57
AR - Argentina 51
MX - Messico 47
NL - Olanda 43
ID - Indonesia 40
KR - Corea 32
IQ - Iraq 29
EC - Ecuador 24
ZA - Sudafrica 23
CO - Colombia 21
PK - Pakistan 16
ES - Italia 13
UZ - Uzbekistan 12
CL - Cile 11
MY - Malesia 11
PY - Paraguay 11
AE - Emirati Arabi Uniti 10
PE - Perù 10
PH - Filippine 10
VE - Venezuela 10
TN - Tunisia 9
SA - Arabia Saudita 8
MA - Marocco 7
PT - Portogallo 7
TW - Taiwan 7
BO - Bolivia 6
DZ - Algeria 6
A2 - ???statistics.table.value.countryCode.A2??? 5
AU - Australia 5
CH - Svizzera 5
EG - Egitto 5
JO - Giordania 5
LT - Lituania 5
AZ - Azerbaigian 4
BE - Belgio 4
CR - Costa Rica 4
IR - Iran 4
JM - Giamaica 4
KG - Kirghizistan 4
KW - Kuwait 4
LB - Libano 4
TH - Thailandia 4
AT - Austria 3
CU - Cuba 3
GR - Grecia 3
IL - Israele 3
KE - Kenya 3
MD - Moldavia 3
NI - Nicaragua 3
NP - Nepal 3
OM - Oman 3
SN - Senegal 3
SV - El Salvador 3
AO - Angola 2
BH - Bahrain 2
BW - Botswana 2
BY - Bielorussia 2
ET - Etiopia 2
HN - Honduras 2
IE - Irlanda 2
MG - Madagascar 2
MN - Mongolia 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 2
RO - Romania 2
RS - Serbia 2
TT - Trinidad e Tobago 2
AG - Antigua e Barbuda 1
AL - Albania 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BZ - Belize 1
CG - Congo 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EU - Europa 1
HR - Croazia 1
HT - Haiti 1
LK - Sri Lanka 1
Totale 13.767
Salva come PNG Salva come JPEG
Città #
Singapore 843
Woodbridge 662
Ashburn 653
Fairfield 607
Jacksonville 457
Santa Clara 411
Houston 408
Chandler 399
Hong Kong 317
San Jose 291
Seattle 232
Wilmington 231
Council Bluffs 212
Ann Arbor 209
Beijing 202
Cambridge 176
Izmir 157
Ho Chi Minh City 124
Milan 124
Munich 122
Ferrara 111
Nanjing 102
Tokyo 93
Princeton 90
Dallas 86
Addison 84
Hanoi 76
Lauterbourg 76
Helsinki 74
Warsaw 74
Boardman 67
San Diego 54
New York 53
Rome 47
Los Angeles 41
São Paulo 40
Nanchang 39
The Dalles 36
Dearborn 34
Shenyang 34
Redwood City 30
Shanghai 29
Chicago 28
Changsha 26
Jiaxing 25
Mexico City 25
Bremen 22
Hebei 22
Mountain View 22
Tianjin 22
Orem 21
Seoul 21
Washington 21
Jakarta 19
Pavia 19
Da Nang 18
Moscow 18
Rio de Janeiro 18
Guangzhou 17
Hefei 17
Norwalk 17
Toronto 17
Brooklyn 16
Catania 16
Turku 15
Belo Horizonte 13
Haiphong 13
Johannesburg 13
London 13
Montreal 13
Naples 13
Atlanta 12
Kunming 12
Ningbo 11
Orange 11
Porto Alegre 11
San Francisco 11
Baghdad 10
Bari 10
Brasília 10
Phoenix 10
Quito 10
Tashkent 10
Boston 9
Chennai 9
Denver 9
Indiana 9
Poplar 9
Stockholm 9
Zhengzhou 9
Bologna 8
Figino 8
Frankfurt am Main 8
Hangzhou 8
Kuala Lumpur 8
Manchester 8
Amsterdam 7
Buffalo 7
Jinan 7
New Delhi 7
Totale 9.014
Salva come PNG Salva come JPEG
Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 409
A dimensionless procedure for the design of infiltration trenches 291
La dislocazione delle valvole di chiusura in una rete idrica complessa 283
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 279
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 266
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 246
A fast new method for segment identification in water distribution systems 243
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 230
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 226
Using EPANET for modelling water distribution systems with users along the pipes 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
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 215
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 214
Unsteady flow modeling of pressure real-time control in water distribution networks 209
Segment identification in water distribution systems 205
A new algorithm for the real time pressure control in water distribution networks 205
A simplified approach for the design of infiltration trenches 200
Evaluating water demand shortfalls in segment analysis 195
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 188
A simplified approach for the design of infiltration trenches 186
A multi-step approach for optimal design of the D-town pipe network model 186
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 183
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 182
Crisp discharge forecasts and grey uncertainty bands using data-driven models 181
Laboratory investigation on the effects of flushes on cohesive sediment beds 176
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 175
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 175
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 173
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 170
Network Design through the Phasing of Construction Approach 167
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 164
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 163
Preserving duration-intensity correlation on synthetically generated water demand pulses 162
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 161
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 160
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 159
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 159
RTC of Valves for Leakage Reduction in Water Supply Networks 159
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 153
P controller calibration for the real time control of moveable weirs in sewer channels 152
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 150
A new methodology for the design of reliable water distribution networks 149
Comparison between the performances of two baffle profiles in capturing sewer floatables 145
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 145
Closure to Head reconstruction method to balance flux and source terms in shallow water equations by Creaco E., Campisano A., Khe A., Modica C., Russo G 143
Battle of the Water Networks II (BWN-II) 143
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 141
A multi-step approach for optimal design and management of the C-Town pipe network model 141
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 136
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 136
P controller calibration for the real time control of moveable weirs in sewer channels 135
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 134
Improving combined sewer overflow and treatment plant performance by real-time control operation 134
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 132
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 132
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 131
Detecting topological changes in water distribution systems featuring one-way devices 130
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 129
Controller calibration for moveable weirs in sewer systems 129
Hydrological Modelling of the Cascina Scala Catchment 129
Gestione sostenibile dei deflussi urbani 123
Laboratory experiments on bed deposit scouring during flushing operations 122
Dimensionless numerical study of the convenient flushing frequency in sewer channels 119
Water distribution networks robust design based on energy surplus index maximization 119
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 116
Flushing experiments with cohesive sediments 115
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 115
Modelling the flushing of sediments in a combined sewer 112
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 110
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 104
Improving combined sewer overflow and treatment plant performances by real time control operation 103
Accounting for phasing of construction within the design of water distribution networks 103
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 102
null 102
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 101
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 101
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 99
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 99
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 97
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 97
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 97
null 96
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 94
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 94
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 94
null 82
Head reconstruction method to balance flux and source terms in shallow water equations 75
null 62
Battle of Water Demand Forecasting 13
Modelling minimum night consumption as a function of long-run average outflow to users and applications to real world case studies 7
Totale 13.917
Salva come PNG Salva come JPEG
Categoria #
all - tutte 59.126
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.764
Totale 62.890
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022801 0 93 54 34 34 57 29 39 23 81 100 257
2022/2023951 98 44 17 136 130 152 86 91 125 5 43 24
2023/2024387 42 59 23 18 26 41 19 25 8 12 20 94
2024/20251.780 22 14 143 46 218 214 114 146 301 194 215 153
2025/20264.286 308 234 406 496 589 243 458 234 453 547 173 145
2026/2027434 219 215 0 0 0 0 0 0 0 0 0 0
Totale 13.917