SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 5.816
AS - Asia 2.652
EU - Europa 2.284
SA - Sud America 507
AF - Africa 38
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 6
Totale 11.310
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Nazione #
US - Stati Uniti d'America 5.731
SG - Singapore 1.089
CN - Cina 677
IT - Italia 643
DE - Germania 535
BR - Brasile 412
UA - Ucraina 384
HK - Hong Kong 276
TR - Turchia 263
FI - Finlandia 157
GB - Regno Unito 155
VN - Vietnam 143
RU - Federazione Russa 133
PL - Polonia 82
SE - Svezia 77
FR - Francia 45
CA - Canada 39
MX - Messico 37
IN - India 36
AR - Argentina 35
NL - Olanda 35
ID - Indonesia 33
KR - Corea 30
ZA - Sudafrica 19
EC - Ecuador 18
IQ - Iraq 16
BD - Bangladesh 15
JP - Giappone 13
ES - Italia 9
PE - Perù 9
PY - Paraguay 9
CL - Cile 8
AE - Emirati Arabi Uniti 7
CO - Colombia 7
UZ - Uzbekistan 7
PK - Pakistan 6
PT - Portogallo 6
A2 - ???statistics.table.value.countryCode.A2??? 5
LT - Lituania 5
MY - Malesia 5
TN - Tunisia 5
TW - Taiwan 5
VE - Venezuela 5
AU - Australia 4
IR - Iran 4
MA - Marocco 4
AT - Austria 3
CH - Svizzera 3
CU - Cuba 3
DZ - Algeria 3
IL - Israele 3
JO - Giordania 3
NP - Nepal 3
PH - Filippine 3
BO - Bolivia 2
BW - Botswana 2
GR - Grecia 2
KE - Kenya 2
KG - Kirghizistan 2
LB - Libano 2
MG - Madagascar 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 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
PA - Panama 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 11.310
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Città #
Woodbridge 662
Singapore 628
Fairfield 607
Jacksonville 456
Ashburn 432
Houston 405
Chandler 399
Santa Clara 372
Hong Kong 276
Seattle 231
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 47
Rome 41
Nanchang 39
São Paulo 37
Hanoi 35
Shenyang 34
The Dalles 34
Dearborn 33
Redwood City 30
Los Angeles 29
Shanghai 29
Changsha 26
New York 26
Jiaxing 25
Bremen 22
Hebei 22
Mexico City 22
Mountain View 22
Chicago 21
Seoul 21
Tianjin 20
Jakarta 18
Moscow 18
Hefei 17
Norwalk 17
Rio de Janeiro 17
Pavia 16
Washington 16
Brooklyn 15
Guangzhou 15
Turku 15
Kunming 12
Toronto 12
Belo Horizonte 11
Johannesburg 11
London 11
Montreal 11
Ningbo 11
Council Bluffs 10
Orange 10
Brasília 9
Indiana 9
Poplar 9
Porto Alegre 9
Tokyo 9
Zhengzhou 9
Bari 8
Boston 8
Catania 8
Naples 8
Phoenix 8
Quito 8
San Francisco 8
Stockholm 8
Chennai 7
Frankfurt am Main 7
Hangzhou 7
Jinan 7
Atlanta 6
Auburn Hills 6
Bologna 6
Campinas 6
Caxias do Sul 6
Charlotte 6
Des Moines 6
Florence 6
Goiânia 6
Haiphong 6
Lima 6
Padova 6
San Jose 6
Sant'Agata Li Battiati 6
Strasbourg 6
Tashkent 6
Totale 7.479
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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 250
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 220
A fast new method for segment identification in water distribution systems 201
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 201
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 196
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 195
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 192
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 192
A new algorithm for the real time pressure control in water distribution networks 190
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 181
Unsteady flow modeling of pressure real-time control in water distribution networks 173
A simplified approach for the design of infiltration trenches 172
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 171
Using EPANET for modelling water distribution systems with users along the pipes 171
A new algorithm for the real time pressure control in water distribution networks 164
Evaluating water demand shortfalls in segment analysis 163
A simplified approach for the design of infiltration trenches 162
Segment identification in water distribution systems 162
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 161
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 155
Crisp discharge forecasts and grey uncertainty bands using data-driven models 151
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 151
A multi-step approach for optimal design of the D-town pipe network model 149
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 148
Laboratory investigation on the effects of flushes on cohesive sediment beds 147
Network Design through the Phasing of Construction Approach 143
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 140
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 139
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 139
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 139
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 138
RTC of Valves for Leakage Reduction in Water Supply Networks 136
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 134
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 133
Preserving duration-intensity correlation on synthetically generated water demand pulses 129
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 126
A new methodology for the design of reliable water distribution networks 125
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 122
P controller calibration for the real time control of moveable weirs in sewer channels 120
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 119
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 118
Battle of the Water Networks II (BWN-II) 118
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 118
Comparison between the performances of two baffle profiles in capturing sewer floatables 117
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 117
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 116
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 116
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 116
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 113
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 112
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 110
P controller calibration for the real time control of moveable weirs in sewer channels 110
A multi-step approach for optimal design and management of the C-Town pipe network model 108
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 107
Hydrological Modelling of the Cascina Scala Catchment 105
null 102
Gestione sostenibile dei deflussi urbani 101
Laboratory experiments on bed deposit scouring during flushing operations 101
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 101
Controller calibration for moveable weirs in sewer systems 99
Water distribution networks robust design based on energy surplus index maximization 99
Detecting topological changes in water distribution systems featuring one-way devices 97
Dimensionless numerical study of the convenient flushing frequency in sewer channels 96
null 96
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 93
Improving combined sewer overflow and treatment plant performances by real time control operation 87
Flushing experiments with cohesive sediments 87
Modelling the flushing of sediments in a combined sewer 85
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 84
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 84
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 84
Improving combined sewer overflow and treatment plant performance by real-time control operation 84
null 82
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 82
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 81
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 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
Accounting for phasing of construction within the design of water distribution networks 78
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 76
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 75
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
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 54
Residential and Non-residential Minimum Night Consumption Analysis Based on Smart-meter Data 15
Totale 11.448
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Categoria #
all - tutte 49.822
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.043
Totale 52.865
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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
2025/20262.251 308 234 414 499 590 206 0 0 0 0 0 0
Totale 11.448