SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 7.162
AS - Asia 3.599
EU - Europa 2.593
SA - Sud America 616
Continente sconosciuto - Info sul continente non disponibili 145
AF - Africa 69
OC - Oceania 8
Totale 14.192
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Nazione #
US - Stati Uniti d'America 7.027
SG - Singapore 1.366
CN - Cina 806
IT - Italia 764
DE - Germania 537
BR - Brasile 464
UA - Ucraina 386
VN - Vietnam 349
HK - Hong Kong 320
TR - Turchia 271
FI - Finlandia 177
GB - Regno Unito 170
FR - Francia 149
RU - Federazione Russa 138
BD - Bangladesh 100
JP - Giappone 97
SE - Svezia 85
PL - Polonia 84
IN - India 68
CA - Canada 59
AR - Argentina 51
MX - Messico 47
NL - Olanda 43
ID - Indonesia 40
KR - Corea 32
IQ - Iraq 29
EC - Ecuador 26
CO - Colombia 24
ZA - Sudafrica 23
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
TH - Thailandia 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
AT - Austria 3
CU - Cuba 3
GR - Grecia 3
HN - Honduras 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
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
AW - Aruba 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
GY - Guiana 1
HR - Croazia 1
Totale 14.040
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Città #
Singapore 843
Ashburn 669
Woodbridge 662
Fairfield 607
Jacksonville 457
Santa Clara 423
Houston 409
Chandler 399
San Jose 355
Hong Kong 317
Council Bluffs 237
Seattle 232
Wilmington 231
Ann Arbor 209
Beijing 202
Cambridge 176
Izmir 157
Milan 131
Ho Chi Minh City 124
Munich 122
Ferrara 111
Nanjing 102
Tokyo 93
Princeton 90
Dallas 89
Addison 84
Hanoi 76
Lauterbourg 76
Helsinki 74
Warsaw 74
Boardman 67
New York 54
San Diego 54
Rome 49
Los Angeles 44
São Paulo 41
Nanchang 39
The Dalles 36
Dearborn 34
Shenyang 34
Chicago 31
Redwood City 30
Shanghai 29
Changsha 26
Jiaxing 25
Mexico City 25
Bremen 22
Hebei 22
Mountain View 22
Orem 22
Tianjin 22
Seoul 21
Washington 21
Jakarta 19
Pavia 19
Toronto 19
Da Nang 18
Moscow 18
Rio de Janeiro 18
Guangzhou 17
Hefei 17
Norwalk 17
Brooklyn 16
Catania 16
Turku 15
London 14
Belo Horizonte 13
Haiphong 13
Johannesburg 13
Montreal 13
Naples 13
Phoenix 13
Atlanta 12
Kunming 12
San Francisco 12
Brasília 11
Ningbo 11
Orange 11
Porto Alegre 11
Baghdad 10
Bari 10
Bologna 10
Denver 10
Figino 10
Quito 10
Tashkent 10
Boston 9
Buffalo 9
Chennai 9
Frankfurt am Main 9
Indiana 9
Poplar 9
Stockholm 9
Zhengzhou 9
Charlotte 8
Hangzhou 8
Kuala Lumpur 8
Manchester 8
Amsterdam 7
Jinan 7
Totale 9.170
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 413
A dimensionless procedure for the design of infiltration trenches 292
La dislocazione delle valvole di chiusura in una rete idrica complessa 284
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 281
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 271
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 250
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 231
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 230
Using EPANET for modelling water distribution systems with users along the pipes 220
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 219
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 219
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 218
A new algorithm for the real time pressure control in water distribution networks 216
Unsteady flow modeling of pressure real-time control in water distribution networks 212
Segment identification in water distribution systems 207
A new algorithm for the real time pressure control in water distribution networks 205
A simplified approach for the design of infiltration trenches 202
Evaluating water demand shortfalls in segment analysis 198
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 195
A simplified approach for the design of infiltration trenches 188
A multi-step approach for optimal design of the D-town pipe network model 188
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 185
Crisp discharge forecasts and grey uncertainty bands using data-driven models 184
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 184
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 179
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 178
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 178
Laboratory investigation on the effects of flushes on cohesive sediment beds 177
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 173
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 171
Network Design through the Phasing of Construction Approach 168
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 167
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 166
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 163
Preserving duration-intensity correlation on synthetically generated water demand pulses 162
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 161
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 161
RTC of Valves for Leakage Reduction in Water Supply Networks 161
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 160
P controller calibration for the real time control of moveable weirs in sewer channels 155
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 154
A new methodology for the design of reliable water distribution networks 152
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 150
Comparison between the performances of two baffle profiles in capturing sewer floatables 147
Battle of the Water Networks II (BWN-II) 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
A multi-step approach for optimal design and management of the C-Town pipe network model 143
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 142
P controller calibration for the real time control of moveable weirs in sewer channels 142
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 142
Improving combined sewer overflow and treatment plant performance by real-time control operation 141
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 140
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 139
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 135
Detecting topological changes in water distribution systems featuring one-way devices 135
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 133
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 132
Gestione sostenibile dei deflussi urbani 132
Controller calibration for moveable weirs in sewer systems 132
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 132
Laboratory experiments on bed deposit scouring during flushing operations 130
Hydrological Modelling of the Cascina Scala Catchment 130
Dimensionless numerical study of the convenient flushing frequency in sewer channels 121
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 121
Water distribution networks robust design based on energy surplus index maximization 121
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 119
Flushing experiments with cohesive sediments 118
Modelling the flushing of sediments in a combined sewer 117
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 112
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 109
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 109
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 106
Improving combined sewer overflow and treatment plant performances by real time control operation 105
Accounting for phasing of construction within the design of water distribution networks 105
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 103
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 103
null 102
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 102
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 101
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 101
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 100
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 98
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 98
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 96
null 96
null 82
Head reconstruction method to balance flux and source terms in shallow water equations 77
null 62
Battle of Water Demand Forecasting 14
Modelling minimum night consumption as a function of long-run average outflow to users and applications to real world case studies 8
Totale 14.192
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Categoria #
all - tutte 60.705
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.871
Totale 64.576
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022708 0 0 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
2026/2027709 219 240 250 0 0 0 0 0 0 0 0 0
Totale 14.192