SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 5.780
AS - Asia 2.557
EU - Europa 2.279
SA - Sud America 500
AF - Africa 36
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 6
Totale 11.165
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Nazione #
US - Stati Uniti d'America 5.700
SG - Singapore 1.029
CN - Cina 670
IT - Italia 642
DE - Germania 535
BR - Brasile 409
UA - Ucraina 384
HK - Hong Kong 275
TR - Turchia 263
FI - Finlandia 157
GB - Regno Unito 151
RU - Federazione Russa 133
VN - Vietnam 130
PL - Polonia 82
SE - Svezia 77
FR - Francia 45
MX - Messico 37
CA - Canada 35
NL - Olanda 35
IN - India 34
ID - Indonesia 33
AR - Argentina 32
KR - Corea 30
EC - Ecuador 18
ZA - Sudafrica 18
BD - Bangladesh 14
IQ - Iraq 13
JP - Giappone 12
ES - Italia 9
PE - Perù 9
PY - Paraguay 9
CL - Cile 8
CO - Colombia 6
PT - Portogallo 6
UZ - Uzbekistan 6
A2 - ???statistics.table.value.countryCode.A2??? 5
AE - Emirati Arabi Uniti 5
LT - Lituania 5
PK - Pakistan 5
TN - Tunisia 5
TW - Taiwan 5
VE - Venezuela 5
AU - Australia 4
IR - Iran 4
MA - Marocco 4
MY - Malesia 4
AT - Austria 3
CH - Svizzera 3
CU - Cuba 3
JO - Giordania 3
NP - Nepal 3
PH - Filippine 3
BO - Bolivia 2
BW - Botswana 2
DZ - Algeria 2
GR - Grecia 2
IL - Israele 2
KE - Kenya 2
KG - Kirghizistan 2
LB - Libano 2
MG - Madagascar 2
NZ - Nuova Zelanda 2
TH - Thailandia 2
AL - Albania 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BE - Belgio 1
BH - Bahrain 1
BY - Bielorussia 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
EG - Egitto 1
EU - Europa 1
HR - Croazia 1
IE - Irlanda 1
KW - Kuwait 1
MD - Moldavia 1
MN - Mongolia 1
NI - Nicaragua 1
NO - Norvegia 1
NR - Nauru 1
OM - Oman 1
PS - Palestinian Territory 1
RO - Romania 1
SA - Arabia Saudita 1
SI - Slovenia 1
SR - Suriname 1
SY - Repubblica araba siriana 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
Totale 11.165
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Città #
Woodbridge 662
Fairfield 607
Singapore 568
Jacksonville 456
Ashburn 422
Houston 405
Chandler 399
Santa Clara 371
Hong Kong 275
Seattle 230
Wilmington 230
Ann Arbor 209
Cambridge 175
Beijing 173
Izmir 156
Munich 122
Milan 114
Ferrara 111
Nanjing 102
Princeton 89
Addison 84
Dallas 79
Warsaw 73
Boardman 67
Helsinki 54
San Diego 53
Ho Chi Minh City 45
Rome 41
Nanchang 39
Shenyang 34
São Paulo 34
The Dalles 34
Dearborn 33
Hanoi 31
Redwood City 30
Shanghai 29
Los Angeles 28
Changsha 26
Jiaxing 25
New York 23
Bremen 22
Hebei 22
Mexico City 22
Mountain View 22
Seoul 21
Chicago 20
Tianjin 20
Jakarta 18
Moscow 18
Hefei 17
Norwalk 17
Rio de Janeiro 17
Pavia 16
Washington 16
Turku 15
Brooklyn 14
Guangzhou 14
Kunming 12
Belo Horizonte 11
London 11
Ningbo 11
Johannesburg 10
Orange 10
Toronto 10
Brasília 9
Indiana 9
Montreal 9
Porto Alegre 9
Zhengzhou 9
Bari 8
Boston 8
Catania 8
Naples 8
Quito 8
San Francisco 8
Stockholm 8
Tokyo 8
Chennai 7
Council Bluffs 7
Frankfurt am Main 7
Hangzhou 7
Jinan 7
Phoenix 7
Atlanta 6
Auburn Hills 6
Bologna 6
Campinas 6
Caxias do Sul 6
Charlotte 6
Des Moines 6
Florence 6
Goiânia 6
Lima 6
Padova 6
Poplar 6
Sant'Agata Li Battiati 6
Strasbourg 6
Ankara 5
Calgary 5
Da Nang 5
Totale 7.374
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 373
La dislocazione delle valvole di chiusura in una rete idrica complessa 258
A dimensionless procedure for the design of infiltration trenches 247
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 219
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
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 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
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 188
A new algorithm for the real time pressure control in water distribution networks 186
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 178
Unsteady flow modeling of pressure real-time control in water distribution networks 170
A simplified approach for the design of infiltration trenches 170
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 new algorithm for the real time pressure control in water distribution networks 161
A simplified approach for the design of infiltration trenches 160
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
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 154
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
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 148
A multi-step approach for optimal design of the D-town pipe network model 146
Laboratory investigation on the effects of flushes on cohesive sediment beds 145
Network Design through the Phasing of Construction Approach 142
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 139
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 139
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 138
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 138
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 137
RTC of Valves for Leakage Reduction in Water Supply Networks 136
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 133
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 132
Preserving duration-intensity correlation on synthetically generated water demand pulses 129
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 124
A new methodology for the design of reliable water distribution networks 124
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 120
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 119
P controller calibration for the real time control of moveable weirs in sewer channels 118
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 117
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 116
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 116
Battle of the Water Networks II (BWN-II) 116
Comparison between the performances of two baffle profiles in capturing sewer floatables 115
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 115
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 115
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 114
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 112
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 111
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 108
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 107
P controller calibration for the real time control of moveable weirs in sewer channels 107
Hydrological Modelling of the Cascina Scala Catchment 103
null 102
A multi-step approach for optimal design and management of the C-Town pipe network model 102
Laboratory experiments on bed deposit scouring during flushing operations 100
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 100
Gestione sostenibile dei deflussi urbani 99
Controller calibration for moveable weirs in sewer systems 98
Dimensionless numerical study of the convenient flushing frequency in sewer channels 96
null 96
Water distribution networks robust design based on energy surplus index maximization 95
Detecting topological changes in water distribution systems featuring one-way devices 93
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 92
Flushing experiments with cohesive sediments 87
Improving combined sewer overflow and treatment plant performances by real time control operation 86
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 84
Modelling the flushing of sediments in a combined sewer 84
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 83
Improving combined sewer overflow and treatment plant performance by real-time control operation 83
null 82
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 82
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 81
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 81
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 80
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 78
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 78
Accounting for phasing of construction within the design of water distribution networks 76
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 75
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 74
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 73
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 73
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 72
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 71
null 62
Head reconstruction method to balance flux and source terms in shallow water equations 53
Residential and Non-residential Minimum Night Consumption Analysis Based on Smart-meter Data 12
Totale 11.303
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Categoria #
all - tutte 49.384
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.018
Totale 52.402
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021763 0 0 0 0 0 202 61 134 41 177 120 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
2025/20262.106 308 234 414 499 590 61 0 0 0 0 0 0
Totale 11.303