SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 5.165
EU - Europa 1.783
AS - Asia 960
SA - Sud America 14
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 5
AF - Africa 2
Totale 7.935
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Nazione #
US - Stati Uniti d'America 5.154
IT - Italia 545
CN - Cina 453
DE - Germania 404
UA - Ucraina 370
TR - Turchia 253
SG - Singapore 197
GB - Regno Unito 126
FI - Finlandia 104
SE - Svezia 69
RU - Federazione Russa 64
PL - Polonia 60
FR - Francia 27
ID - Indonesia 18
IN - India 11
KR - Corea 10
CA - Canada 8
EC - Ecuador 7
A2 - ???statistics.table.value.countryCode.A2??? 5
AU - Australia 3
CU - Cuba 3
IR - Iran 3
JP - Giappone 3
NL - Olanda 3
CH - Svizzera 2
CL - Cile 2
GR - Grecia 2
MG - Madagascar 2
NZ - Nuova Zelanda 2
PE - Perù 2
PH - Filippine 2
PK - Pakistan 2
TW - Taiwan 2
VN - Vietnam 2
AR - Argentina 1
AT - Austria 1
BR - Brasile 1
CO - Colombia 1
EU - Europa 1
HK - Hong Kong 1
IE - Irlanda 1
IQ - Iraq 1
JO - Giordania 1
LT - Lituania 1
MD - Moldavia 1
NO - Norvegia 1
PT - Portogallo 1
SI - Slovenia 1
TH - Thailandia 1
Totale 7.935
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Città #
Woodbridge 662
Fairfield 607
Jacksonville 455
Houston 401
Chandler 399
Santa Clara 358
Ashburn 299
Seattle 229
Wilmington 228
Ann Arbor 209
Cambridge 175
Izmir 156
Singapore 152
Ferrara 111
Milan 109
Nanjing 102
Princeton 89
Addison 84
Boardman 67
Warsaw 56
Beijing 53
San Diego 53
Nanchang 39
Rome 36
Shenyang 34
Dearborn 33
Redwood City 30
Shanghai 27
Changsha 26
Jiaxing 25
Bremen 22
Hebei 22
Mountain View 22
Helsinki 20
Jakarta 18
Norwalk 17
Tianjin 17
Munich 16
Washington 15
Guangzhou 13
Kunming 12
Los Angeles 12
Ningbo 11
Orange 10
Indiana 9
New York 9
Zhengzhou 9
Bari 8
Hangzhou 7
Jinan 7
London 7
Naples 7
Pavia 7
Auburn Hills 6
Catania 6
Hefei 6
Quito 6
Sant'Agata Li Battiati 6
Strasbourg 6
Bologna 5
Falls Church 5
Lanzhou 5
Ozzano dell'Emilia 5
Wuhan 5
Chengdu 4
Chicago 4
Des Moines 4
Frankfurt am Main 4
Padova 4
Taizhou 4
Tappahannock 4
Verona 4
Viareggio 4
Wayne 4
Avigliano 3
Brescia 3
Cava 3
Istanbul 3
La Habana 3
Lamézia 3
Leawood 3
Mascouche 3
Napoli 3
Nowon-gu 3
Palermo 3
Roccadaspide 3
Segrate 3
Trento 3
Villiers-sur-Marne 3
Yellow Springs 3
Adelaide 2
Andover 2
Antananarivo 2
Aversa 2
Bitonto 2
Cagliari 2
Calgary 2
Chiswick 2
Dong Ket 2
Florence 2
Totale 5.770
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 297
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 185
A dimensionless procedure for the design of infiltration trenches 151
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 151
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 150
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 150
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 147
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 139
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 137
Unsteady flow modeling of pressure real-time control in water distribution networks 136
A new algorithm for the real time pressure control in water distribution networks 135
A fast new method for segment identification in water distribution systems 133
Evaluating water demand shortfalls in segment analysis 126
A simplified approach for the design of infiltration trenches 124
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 123
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 122
Segment identification in water distribution systems 122
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 121
Using EPANET for modelling water distribution systems with users along the pipes 121
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 120
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 119
Crisp discharge forecasts and grey uncertainty bands using data-driven models 117
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 112
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 111
A new algorithm for the real time pressure control in water distribution networks 111
A simplified approach for the design of infiltration trenches 110
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 108
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 108
Network Design through the Phasing of Construction Approach 108
RTC of Valves for Leakage Reduction in Water Supply Networks 106
Laboratory investigation on the effects of flushes on cohesive sediment beds 104
null 102
Preserving duration-intensity correlation on synthetically generated water demand pulses 102
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 101
La dislocazione delle valvole di chiusura in una rete idrica complessa 98
null 96
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 95
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 91
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 91
A multi-step approach for optimal design of the D-town pipe network model 90
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 90
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 88
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 86
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 86
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 84
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 83
null 82
P controller calibration for the real time control of moveable weirs in sewer channels 76
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 75
Gestione sostenibile dei deflussi urbani 75
Controller calibration for moveable weirs in sewer systems 75
A new methodology for the design of reliable water distribution networks 75
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 74
Hydrological Modelling of the Cascina Scala Catchment 74
Laboratory experiments on bed deposit scouring during flushing operations 73
Comparison between the performances of two baffle profiles in capturing sewer floatables 72
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 71
P controller calibration for the real time control of moveable weirs in sewer channels 70
Water distribution networks robust design based on energy surplus index maximization 69
Improving combined sewer overflow and treatment plant performances by real time control operation 68
Detecting topological changes in water distribution systems featuring one-way devices 68
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 66
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 66
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 64
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 63
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 63
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 62
null 62
Flushing experiments with cohesive sediments 60
Modelling the flushing of sediments in a combined sewer 60
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 60
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 59
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 58
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 57
Dimensionless numerical study of the convenient flushing frequency in sewer channels 56
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 56
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 55
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 55
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 54
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 54
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 53
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 51
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 46
Improving combined sewer overflow and treatment plant performances by Real Time Control operations 46
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 43
Battle of the Water Networks II (BWN-II) 41
Accounting for phasing of construction within the design of water distribution networks 31
A multi-step approach for optimal design and management of the C-Town pipe network model 29
Head reconstruction method to balance flux and source terms in shallow water equations 18
Totale 8.072
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Categoria #
all - tutte 33.337
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.779
Totale 35.116
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020840 0 0 0 0 0 198 146 180 107 151 36 22
2020/20211.208 108 92 53 146 46 202 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
2024/2025655 22 14 143 46 218 212 0 0 0 0 0 0
Totale 8.072