IRIS
CREACO, ENRICO FORTUNATO
 Distribuzione geografica
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Continente #
NA - Nord America 4.389
AS - Asia 4.000
EU - Europa 2.282
SA - Sud America 618
AF - Africa 151
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 4
Totale 11.452
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Nazione #
US - Stati Uniti d'America 4.243
CN - Cina 1.547
SG - Singapore 950
IE - Irlanda 672
HK - Hong Kong 543
VN - Vietnam 497
BR - Brasile 436
RU - Federazione Russa 403
IT - Italia 258
FR - Francia 211
DE - Germania 191
FI - Finlandia 170
GB - Regno Unito 113
IN - India 106
CA - Canada 77
ZA - Sudafrica 66
AR - Argentina 58
SE - Svezia 50
BD - Bangladesh 49
MX - Messico 43
IQ - Iraq 41
PL - Polonia 38
MA - Marocco 37
JP - Giappone 36
EC - Ecuador 32
ES - Italia 32
CO - Colombia 29
AT - Austria 28
NL - Olanda 27
PK - Pakistan 27
TR - Turchia 26
ID - Indonesia 24
PH - Filippine 19
SA - Arabia Saudita 19
VE - Venezuela 17
BE - Belgio 16
CL - Cile 15
LT - Lituania 15
TN - Tunisia 14
MY - Malesia 13
UA - Ucraina 13
PY - Paraguay 12
UZ - Uzbekistan 11
IL - Israele 10
JO - Giordania 9
KE - Kenya 9
AL - Albania 8
GR - Grecia 8
NP - Nepal 8
PE - Perù 8
BO - Bolivia 7
KZ - Kazakistan 7
AE - Emirati Arabi Uniti 6
AM - Armenia 6
CH - Svizzera 6
IR - Iran 6
AZ - Azerbaigian 5
JM - Giamaica 5
KR - Corea 5
PA - Panama 5
AU - Australia 4
DZ - Algeria 4
SN - Senegal 4
SV - El Salvador 4
TH - Thailandia 4
UY - Uruguay 4
EG - Egitto 3
ET - Etiopia 3
EU - Europa 3
KW - Kuwait 3
NG - Nigeria 3
OM - Oman 3
RO - Romania 3
BJ - Benin 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CU - Cuba 2
DO - Repubblica Dominicana 2
GE - Georgia 2
HR - Croazia 2
KG - Kirghizistan 2
LB - Libano 2
LV - Lettonia 2
NI - Nicaragua 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 2
PT - Portogallo 2
SK - Slovacchia (Repubblica Slovacca) 2
TJ - Tagikistan 2
TW - Taiwan 2
AF - Afghanistan, Repubblica islamica di 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BG - Bulgaria 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CR - Costa Rica 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
Totale 11.432
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Città #
Dublin 672
Chandler 540
Hong Kong 527
Ashburn 480
Singapore 476
San Jose 451
Dallas 313
Beijing 310
Nanjing 246
Jacksonville 206
Ho Chi Minh City 186
Boardman 179
Lauterbourg 149
Los Angeles 139
Princeton 120
Lawrence 118
Hanoi 112
Nanchang 101
Wilmington 97
Hebei 87
Shenyang 77
Redondo Beach 75
Moscow 74
Ann Arbor 73
Helsinki 71
Shanghai 70
Jiaxing 68
Changsha 67
Medford 63
Munich 63
Buffalo 62
New York 60
The Dalles 56
Johannesburg 52
Hangzhou 46
São Paulo 45
Tianjin 43
Santa Clara 38
Pavia 34
Orem 33
Toronto 33
Tokyo 32
Warsaw 32
Norwalk 30
Frankfurt am Main 29
Da Nang 27
Seattle 27
London 26
Milan 25
Chennai 23
San Francisco 23
Denver 21
Guangzhou 20
Columbus 19
Haiphong 19
Council Bluffs 18
Mexico City 18
Quito 18
Stockholm 18
Brooklyn 17
Chicago 17
Rome 17
Rozzano 17
Fairfield 16
Montreal 16
Nuremberg 16
Atlanta 15
Baghdad 15
Brussels 15
Poplar 15
Turku 15
Dearborn 13
Dresden 13
Boston 12
Curitiba 12
Woodbridge 12
Biên Hòa 11
Lahore 11
Redwood City 11
Tashkent 11
Amsterdam 10
Houston 10
Padova 10
Vienna 10
Bogotá 9
Catania 9
Falkenstein 9
Hải Dương 9
Phoenix 9
Riyadh 9
Amman 8
Ankara 8
Bari 8
Belo Horizonte 8
Caracas 8
Dhaka 8
Manchester 8
Ottawa 8
Pune 8
Basingstoke 7
Totale 7.607
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Nome #
A unified framework for the assessment of multiple source urban flash flood hazard: the case study of Monza, Italy 140
Improving spatial landslide prediction with 3d slope stability analysis and genetic algorithm optimization: Application to the oltrepò pavese 122
Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling 117
P controller calibration for the real time control of moveable weirs in sewer channels 116
Comparison of newton-raphson global and loop algorithms for water distribution network resolution 107
A gain scheduling approach to improve pressure control in water distribution networks 107
A Bi-Objective Approach for Optimizing the Installation of PATs in Systems of Transmission Mains 107
A new algorithm for real-time pressure control in water distribution networks 106
RTC of valves for leakage reduction in water supply networks 106
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 104
Fast network multi-objective design algorithm combined with an a posteriori procedure for reliability evaluation under various operational scenarios 104
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 103
A simplified approach for the design of infiltration trenches 103
Battle of Postdisaster Response and Restoration 103
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 102
Taking account of uncertainty in demand growth when phasing the construction of a water distribution network 102
Laboratory investigation on the effects of flushes on cohesive sediment beds 102
Accounting for phasing of construction within the design of water distribution networks 101
Battle of the Water Networks II 100
Service pressure regulation in water distribution networks 99
Segment identification in water distribution systems 98
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 97
Contaminazione nelle reti idriche: sistemi di monitoraggio e di allarme 97
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 96
Application of Real-Time Control Techniques to Reduce Water Volume Discharges from Quality-Oriented CSO Devices 96
A multi-step approach for optimal design and management of the C-town pipe network model 96
Using EPANET for modelling water distribution systems with users along the pipes 95
The importance of the minimum path criterion in the design of water distribution networks 94
Advances in Modeling and Management of Urban Water Networks 94
A dimensionless procedure for the design of infiltration trenches 93
A model for non-uniform sediment transport induced by flushing in sewer channels 93
Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese 93
Bi-objective optimisation based tuning of pressure control algorithms for water distribution networks 93
Discussion of "gate and vacuum flushing of sewer sediment: Laboratory testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 93
Dimensionless approach for the design of flushing gates in sewer channels 92
Evaluating Water Demand Shortfalls in Segment Analysis 92
Head reconstruction method to balance flux and source terms in shallow water equations 89
Closure to “Head Reconstruction Method to Balance Flux and Source Terms in Shallow Water Equations” by Enrico Creaco, Alberto Campisano, Alexander Khe, Carlo Modica, and Giovanni Russo 89
A fast new method for segment identification in water distribution systems 88
Analisi economica del controllo della pressione per la riduzione di perdite e rotture nelle reti di distribuzione idrica 87
Bottom-up generation of peak demand scenarios in water distribution networks 87
Crisp discharge forecasts and grey uncertainty bands using data-driven models 86
Peak demand assessment and hydraulic analysis in WDN design 86
Comparison of Techniques for Maintaining Adequate Disinfectant Residuals in a Full-Scale Water Distribution Network 85
Optimal Sensor Placement in a Partitioned Water Distribution Network for the Water Protection from Contamination 85
Novel Comprehensive Approach for Phasing Design and Rehabilitation of Water Distribution Networks 85
Advances in water distribution networks 84
Sampling significant contamination events for optimal sensor placement in water distribution systems 84
Comparison of pressure-driven formulations for WDN simulation 84
Impact of objective function selection on optimal placement of sensors in water distribution networks 84
Identification of Influential User Locations for Smart Meter Installation to Reconstruct the Urban Demand Pattern 84
A multi-utility and dynamic approach for the upgrade of an aged water distribution network 83
Valutazione della domanda di picco nella progettazione delle piccole reti di distribuzione idrica 83
Using Additional Time Slots for Improving Pump Control Optimization Based on Trigger Levels 82
Modelling hydrological response of modular blue roofs for storm water control in a Mediterranean site 81
Drinking water temperature around the globe: Understanding, policies, challenges and opportunities 81
General Method Based on Regressive Relationships to Parameterize the Three-Parameter Depth–Duration–Frequency Curve 80
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 80
Developments in Multi-Objective Dynamic Optimization Algorithm for Design of Water Distribution Mains 80
Reliability surrogate measures for water distribution system design: Comparative analysis 79
Closure to "peak Demand Assessment and Hydraulic Analysis in WDN Design" by E. Creaco, P. Signori, S. Papiri, and C. Ciaponi 79
Modulating Nodal Outflows to Guarantee Sufficient Disinfectant Residuals in Water Distribution Networks 79
Comparison of topological, empirical and optimization-based approaches for locating quality detection points in water distribution networks 79
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 77
Modulating nodal outflows to guarantee sufficient disinfectant residuals in water distribution networks 77
Post-failure dynamics of rainfall-induced landslide in oltrepò pavese 76
Multiobjective optimization of pipe replacements and control valve installations for leakage attenuation in water distribution networks 75
Numerical Simulation of flushing effect on sewer sediments and comparison of Four sediment transport formulas 75
Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs 75
New optimization strategies for SWMM modeling of stormwater quality applications in urban area 75
Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand 73
Improving combined sewer overflow and treatment plant performance by real-time control operation 73
A multi-step approach for optimal design of the D-town pipe network model 73
Contaminazioni nelle reti idriche. Sistemi di monitoraggio e di allarme 73
A Dynamic Adaptive Approach for Water Distribution Network Design 73
A Simplified Methodology for Optimal Location and Setting of Valves to Improve Equity in Intermittent Water Distribution Systems 72
Models for generating household water demand pulses: Literature review and comparison 72
Procedura per il campionamento degli eventi di contaminazione nelle reti di distribuzione 72
Embedding linear programming in multi objective genetic algorithms for reducing the size of the search space with application to leakage minimization in water distribution networks 72
Water distribution network robust design based on energy surplus index maximization 71
Optimisation of leakage and energy in the Abbiategrasso district 71
The last frontiers of the resilience and failure indices 70
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 69
Exploring numerically the benefits ofwater discharge prediction for the remote RTC of WDNs 69
Testing an innovative first flush identification methodology against field data from an Italian catchment 69
Comparison of Nonlinear Reservoir and UH Algorithms for the Hydrological Modeling of a Real Urban Catchment with EPASWMM 69
Nondimensional simulation-based regression formulas for slit dam design in mountain rivers 68
Stability and Robustness of Real-Time Pressure Control in Water Distribution Systems 68
Clustering-Based Maintenance Strategy of Isolation Valves in Water Distribution Networks 67
Generalized resilience and failure indices for use with pressure-driven modeling and leakage 67
Assessing the Applicability of the Bartlett-Lewis Model in Simulating Residential Water Demands 67
Analysis, design, and maintenance of isolation valves in water distribution networks: State of the art review, insights from field experiences and future directions 66
Economic analysis of pressure control for leakage and pipe burst reduction 66
Real time control of water distribution networks: A state-of-the-art review 66
Preserving duration-intensity correlation on synthetically generated water demand pulses 66
Ensemble Evaluation and Member Selection of Regional Climate Models for Impact Models Assessment 65
On the choice of the demand and hydraulic modeling approach to WDN real-time simulation 63
Reducing impacts of contamination in water distribution networks: A combined strategy based on network partitioning and installation ofwater quality sensors 63
Multiobjective Approach for Water Distribution Network Design Combining Pipe Sizing and Isolation Valve Placement 62
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 62
Totale 8.503
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Categoria #
all - tutte 56.179
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 56.179
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202167 0 0 0 0 0 0 0 0 0 51 5 11
2021/2022436 1 5 7 5 11 3 4 42 20 22 89 227
2022/20231.632 196 124 28 120 107 143 7 83 756 15 39 14
2023/2024791 57 127 106 67 69 149 28 49 10 18 59 52
2024/20252.215 52 203 24 68 63 120 82 112 666 72 271 482
2025/20265.138 446 408 606 594 696 180 1.106 218 470 414 0 0
Totale 11.775