SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 6.356
AS - Asia 3.463
EU - Europa 2.496
SA - Sud America 599
AF - Africa 69
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 6
Totale 12.996
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Nazione #
US - Stati Uniti d'America 6.260
SG - Singapore 1.338
CN - Cina 786
IT - Italia 682
DE - Germania 536
BR - Brasile 459
UA - Ucraina 386
VN - Vietnam 348
HK - Hong Kong 309
TR - Turchia 271
FI - Finlandia 177
GB - Regno Unito 165
FR - Francia 149
RU - Federazione Russa 138
JP - Giappone 97
PL - Polonia 84
SE - Svezia 80
IN - India 68
AR - Argentina 51
CA - Canada 43
NL - Olanda 43
MX - Messico 41
ID - Indonesia 40
KR - Corea 32
IQ - Iraq 29
BD - Bangladesh 28
EC - Ecuador 24
ZA - Sudafrica 23
PK - Pakistan 16
CO - Colombia 15
UZ - Uzbekistan 12
CL - Cile 11
ES - Italia 11
PY - Paraguay 11
AE - Emirati Arabi Uniti 10
PE - Perù 10
PH - Filippine 10
VE - Venezuela 10
MY - Malesia 9
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
EG - Egitto 5
JO - Giordania 5
LT - Lituania 5
AU - Australia 4
BE - Belgio 4
CH - Svizzera 4
IR - Iran 4
KG - Kirghizistan 4
KW - Kuwait 4
LB - Libano 4
TH - Thailandia 4
AT - Austria 3
AZ - Azerbaigian 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
AO - Angola 2
BH - Bahrain 2
BW - Botswana 2
BY - Bielorussia 2
CR - Costa Rica 2
ET - Etiopia 2
IE - Irlanda 2
MG - Madagascar 2
MN - Mongolia 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 2
RS - Serbia 2
AL - Albania 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
CG - Congo 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
EE - Estonia 1
EU - Europa 1
HR - Croazia 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LY - Libia 1
MZ - Mozambico 1
NG - Nigeria 1
NR - Nauru 1
PA - Panama 1
RO - Romania 1
SC - Seychelles 1
Totale 12.991
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Città #
Singapore 832
Woodbridge 662
Ashburn 609
Fairfield 607
Jacksonville 456
Houston 406
Chandler 399
Santa Clara 378
Hong Kong 306
San Jose 244
Seattle 231
Wilmington 230
Ann Arbor 209
Beijing 193
Cambridge 175
Izmir 157
Ho Chi Minh City 123
Munich 122
Milan 117
Ferrara 111
Nanjing 102
Tokyo 93
Princeton 89
Addison 84
Dallas 80
Hanoi 76
Lauterbourg 76
Helsinki 74
Warsaw 74
Boardman 67
San Diego 53
Rome 43
Council Bluffs 40
São Paulo 40
Nanchang 39
Shenyang 34
The Dalles 34
Dearborn 33
New York 32
Los Angeles 30
Redwood City 30
Shanghai 29
Changsha 26
Chicago 26
Jiaxing 25
Mexico City 23
Bremen 22
Hebei 22
Mountain View 22
Tianjin 22
Orem 21
Seoul 21
Jakarta 19
Da Nang 18
Moscow 18
Rio de Janeiro 18
Hefei 17
Norwalk 17
Pavia 17
Brooklyn 16
Washington 16
Guangzhou 15
Turku 15
Belo Horizonte 13
Catania 13
Haiphong 13
Johannesburg 13
London 13
Montreal 13
Kunming 12
Ningbo 11
Porto Alegre 11
Toronto 11
Baghdad 10
Brasília 10
Naples 10
Orange 10
Quito 10
Tashkent 10
Chennai 9
Indiana 9
Poplar 9
San Francisco 9
Stockholm 9
Zhengzhou 9
Bari 8
Boston 8
Frankfurt am Main 8
Phoenix 8
Amsterdam 7
Hangzhou 7
Jinan 7
Manchester 7
New Delhi 7
Atlanta 6
Auburn Hills 6
Biên Hòa 6
Bologna 6
Campinas 6
Caxias do Sul 6
Totale 8.575
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 401
La dislocazione delle valvole di chiusura in una rete idrica complessa 278
A dimensionless procedure for the design of infiltration trenches 277
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 243
A fast new method for segment identification in water distribution systems 238
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 227
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 225
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 new algorithm for the real time pressure control in water distribution networks 212
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 212
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 207
Using EPANET for modelling water distribution systems with users along the pipes 203
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 201
Segment identification in water distribution systems 197
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 194
A simplified approach for the design of infiltration trenches 193
Evaluating water demand shortfalls in segment analysis 188
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 184
A simplified approach for the design of infiltration trenches 178
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 178
A multi-step approach for optimal design of the D-town pipe network model 176
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 175
Crisp discharge forecasts and grey uncertainty bands using data-driven models 171
Laboratory investigation on the effects of flushes on cohesive sediment beds 167
Network Design through the Phasing of Construction Approach 164
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 163
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 163
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 162
Preserving duration-intensity correlation on synthetically generated water demand pulses 158
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 156
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 155
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 155
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 155
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 153
RTC of Valves for Leakage Reduction in Water Supply Networks 152
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 150
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 147
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 145
A new methodology for the design of reliable water distribution networks 145
P controller calibration for the real time control of moveable weirs in sewer channels 143
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 141
Comparison between the performances of two baffle profiles in capturing sewer floatables 137
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 135
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 135
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 134
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 134
A multi-step approach for optimal design and management of the C-Town pipe network model 133
Battle of the Water Networks II (BWN-II) 131
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 130
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 129
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 128
P controller calibration for the real time control of moveable weirs in sewer channels 126
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 125
Hydrological Modelling of the Cascina Scala Catchment 124
Controller calibration for moveable weirs in sewer systems 122
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 121
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 119
Laboratory experiments on bed deposit scouring during flushing operations 118
Detecting topological changes in water distribution systems featuring one-way devices 118
Gestione sostenibile dei deflussi urbani 116
Water distribution networks robust design based on energy surplus index maximization 116
Dimensionless numerical study of the convenient flushing frequency in sewer channels 111
Improving combined sewer overflow and treatment plant performance by real-time control operation 109
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 106
Modelling the flushing of sediments in a combined sewer 106
Flushing experiments with cohesive sediments 105
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 105
null 102
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 102
Improving combined sewer overflow and treatment plant performances by real time control operation 97
null 96
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 95
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 95
Accounting for phasing of construction within the design of water distribution networks 95
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 95
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 93
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 93
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 90
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 90
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 90
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 89
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 88
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 86
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 86
null 82
Head reconstruction method to balance flux and source terms in shallow water equations 70
null 62
Totale 13.133
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Categoria #
all - tutte 52.836
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.265
Totale 56.101
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021325 0 0 0 0 0 0 0 0 0 177 120 28
2021/2022829 28 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
2025/20263.936 308 234 406 496 589 243 458 234 453 515 0 0
Totale 13.133