SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

CREACO, Enrico Fortunato
 Distribuzione geografica
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Continente #
NA - Nord America 4.730
EU - Europa 1.686
AS - Asia 719
SA - Sud America 11
Continente sconosciuto - Info sul continente non disponibili 6
OC - Oceania 5
AF - Africa 2
Totale 7.159
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Nazione #
US - Stati Uniti d'America 4.721
IT - Italia 494
CN - Cina 434
DE - Germania 385
UA - Ucraina 370
TR - Turchia 252
GB - Regno Unito 126
FI - Finlandia 86
SE - Svezia 69
RU - Federazione Russa 64
PL - Polonia 60
FR - Francia 21
IN - India 9
EC - Ecuador 7
KR - Corea 7
CA - Canada 6
A2 - ???statistics.table.value.countryCode.A2??? 5
AU - Australia 3
CU - Cuba 3
IR - Iran 3
JP - Giappone 3
CH - Svizzera 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
EU - Europa 1
IE - Irlanda 1
IQ - Iraq 1
JO - Giordania 1
MD - Moldavia 1
NL - Olanda 1
NO - Norvegia 1
PT - Portogallo 1
SI - Slovenia 1
TH - Thailandia 1
Totale 7.159
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Città #
Woodbridge 662
Fairfield 607
Jacksonville 455
Houston 401
Chandler 399
Ashburn 294
Seattle 229
Wilmington 228
Ann Arbor 209
Cambridge 175
Izmir 156
Ferrara 111
Milan 103
Nanjing 102
Princeton 89
Addison 84
Boardman 66
Warsaw 56
Beijing 53
San Diego 53
Nanchang 39
Shenyang 34
Dearborn 33
Rome 31
Redwood City 30
Changsha 26
Jiaxing 25
Shanghai 25
Bremen 22
Hebei 22
Mountain View 22
Norwalk 17
Tianjin 17
Washington 14
Guangzhou 12
Kunming 12
Ningbo 11
Orange 10
Indiana 9
New York 9
Zhengzhou 9
Bari 8
Hangzhou 7
Jinan 7
London 7
Auburn Hills 6
Hefei 6
Quito 6
Strasbourg 6
Falls Church 5
Helsinki 5
Lanzhou 5
Los Angeles 5
Naples 5
Ozzano dell'Emilia 5
Wuhan 5
Chicago 4
Des Moines 4
Padova 4
Pavia 4
Taizhou 4
Tappahannock 4
Verona 4
Viareggio 4
Wayne 4
Avigliano 3
Bologna 3
Cava 3
Istanbul 3
La Habana 3
Lamézia 3
Leawood 3
Mascouche 3
Napoli 3
Palermo 3
Roccadaspide 3
Segrate 3
Trento 3
Yellow Springs 3
Adelaide 2
Andover 2
Antananarivo 2
Bitonto 2
Cagliari 2
Chiswick 2
Dong Ket 2
Frankfurt am Main 2
Harbin 2
Hounslow 2
Kanpur 2
Karachi 2
Kilburn 2
Livorno 2
Lonato 2
Marino 2
Nanning 2
Ottawa 2
Redmond 2
Rende 2
Rivello 2
Totale 5.169
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Nome #
La modellazione delle reti con distribuzione generica della domanda lungo i tronchi 273
Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network 177
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 143
A dimensionless procedure for the design of infiltration trenches 140
Methods for preserving duration-intensity correlation on synthetically generated water demand pulses 140
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 137
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 134
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 127
Comparison between Entropy and Resilience as Indirect Measures of Reliability in the Framework of Water Distribution Network Design 126
A new algorithm for the real time pressure control in water distribution networks 125
Unsteady flow modeling of pressure real-time control in water distribution networks 125
Evaluating water demand shortfalls in segment analysis 121
A fast new method for segment identification in water distribution systems 120
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 115
Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations 115
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 115
Segment identification in water distribution systems 114
A simplified approach for the design of infiltration trenches 114
Low Level Hybrid Procedure for the Multi-objective Design of Water Distribution Networks 112
Crisp discharge forecasts and grey uncertainty bands using data-driven models 111
Using EPANET for modelling water distribution systems with users along the pipes 111
Fast network multi-objective design algorithm combined with an a-posteriori procedure for reliability evaluation under various operational scenarios 109
Experimental analysis of the Hydrass flushing gate and laboratory validation of flush propagation modelling 105
Discussion of "Gate and Vacuum Flushing of Sewer Sediment: Laboratory Testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 102
null 102
A simplified approach for the design of infiltration trenches 101
A new algorithm for the real time pressure control in water distribution networks 101
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 101
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 100
RTC of Valves for Leakage Reduction in Water Supply Networks 100
Network Design through the Phasing of Construction Approach 99
Laboratory investigation on the effects of flushes on cohesive sediment beds 96
null 96
Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution 95
Preserving duration-intensity correlation on synthetically generated water demand pulses 93
Dimensionless Approach for the Design of Flushing Gates in Sewer Channels 88
Numerical simulation of flushing effect on sewer sediments and comparison of four sediment transport formulas 86
null 82
Using Heuristic Techniques to Account for Engineering Aspects in Modularity-Based Water Distribution Network Partitioning Algorithm 82
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 80
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 80
A multi-step approach for optimal design of the D-town pipe network model 79
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 79
Valutazione della domanda idrica non soddisfatta a seguito dell’isolamento di settori di rete 77
Temporal evolution of the filling process of closed check dams: Laboratory experiments and numerical modeling 76
Analisi del sistema di valvole di intercettazione di una rete acquedottistica complessa 72
P controller calibration for the real time control of moveable weirs in sewer channels 69
Experimental study and modelling of the hydraulic behaviour of a Hydrass flushing gate 66
Controller calibration for moveable weirs in sewer systems 66
A new methodology for the design of reliable water distribution networks 66
P controller calibration for the real time control of moveable weirs in sewer channels 64
A dimensionless approach for determining the scouring performances of flushing waves in sewer channels 64
The erosive effects of flushing waves on mobile beds. Laboratory experiments and numerical simulations 63
La dislocazione delle valvole di chiusura in una rete idrica complessa 63
Comparison between the performances of two baffle profiles in capturing sewer floatables 62
null 62
Water distribution networks robust design based on energy surplus index maximization 62
Hydrological Modelling of the Cascina Scala Catchment 62
Improving combined sewer overflow and treatment plant performances by real time control operation 61
Detecting topological changes in water distribution systems featuring one-way devices 61
Gestione sostenibile dei deflussi urbani 59
Laboratory experiments on bed deposit scouring during flushing operations 59
Laboratory investigation on the performances of submerged underflow baffles for the capture of sewer floatables 57
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 57
Le paratoie mobili Hydrass per le cacciate nei canali fognari. Esperienze di laboratorio e confronti numerici 57
Sensitivity analysis of the formulas for predicting hiding processes in simulating bed aggradation 56
Comparison between the performances of two combined sewer overflow devices in the reduction of water volume and pollutant discharges 55
Laboratory experiments and numerical models for the analysis of the hydraulics of flushing waves 54
Flushing experiments with cohesive sediments 52
Numerical simulation of aggradation processes by models for uniform sediments and sediment mixtures 52
Modelling the flushing of sediments in a combined sewer 52
L’adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 51
Una procedura di progetto delle reti idriche basata sui costi di investimento e manutenzione e sull’affidabilità 51
L’RTC delle valvole di regolazione per la riduzione delle perdite nelle reti di distribuzione idrica. Indagine sperimentale e numerica 50
Dimensionless numerical study of the convenient flushing frequency in sewer channels 49
L'adozione di tecniche di RTC per la riduzione delle perdite idriche nelle reti di acquedotto 49
Primi risultati di un’indagine sperimentale sugli effetti di cacciate su sedimenti coesivi 48
Simulazione numerica dei processi di aggradation mediante modelli monogranulari e plurigranulari 48
Evoluzione temporale del processo di riempimento di briglie chiuse. Indagine sperimentale e numerica 48
L’adozione di tecniche di RTC per la riduzione dei volumi idrici e dei carichi inquinanti sversati dagli scaricatori di piena 47
Nuova metodologia multiobiettivo per il progetto di reti di distribuzione idrica resilienti 45
Confronto tra due dispositivi di sfioro per la riduzione dei volumi idrici e dei carichi inquinanti sversati da fognature unitarie in tempo di pioggia 39
Bottom-Up Generation of Peak Demand Scenarios in Water Distribution Networks 39
Improving combined sewer overflow and treatment plant performances by Real Time Control operations 38
Procedura per la valutazione dei costi unitari complessivi delle tubazioni 37
Battle of the Water Networks II (BWN-II) 28
Accounting for phasing of construction within the design of water distribution networks 21
A multi-step approach for optimal design and management of the C-Town pipe network model 19
Head reconstruction method to balance flux and source terms in shallow water equations 12
Totale 7.296
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Categoria #
all - tutte 22.913
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.104
Totale 24.017
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019759 0 0 0 0 0 0 0 0 0 172 190 397
2019/20201.511 256 45 50 227 93 198 146 180 107 151 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
2023/2024266 42 59 23 18 26 41 19 25 8 5 0 0
Totale 7.296