IRIS
CREACO, ENRICO FORTUNATO
 Distribuzione geografica
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Continente #
NA - Nord America 4.678
AS - Asia 4.098
EU - Europa 2.309
SA - Sud America 620
AF - Africa 152
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 4
Totale 11.870
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Nazione #
US - Stati Uniti d'America 4.523
CN - Cina 1.586
SG - Singapore 992
IE - Irlanda 672
HK - Hong Kong 544
VN - Vietnam 501
BR - Brasile 438
RU - Federazione Russa 403
IT - Italia 282
FR - Francia 213
DE - Germania 191
FI - Finlandia 170
GB - Regno Unito 114
IN - India 107
CA - Canada 81
ZA - Sudafrica 66
AR - Argentina 58
BD - Bangladesh 51
SE - Svezia 50
MX - Messico 45
IQ - Iraq 41
PL - Polonia 38
JP - Giappone 37
MA - Marocco 37
EC - Ecuador 32
ES - Italia 32
CO - Colombia 29
AT - Austria 28
NL - Olanda 27
PK - Pakistan 27
ID - Indonesia 26
TR - Turchia 26
PH - Filippine 19
SA - Arabia Saudita 19
VE - Venezuela 17
BE - Belgio 16
CL - Cile 15
LT - Lituania 15
MY - Malesia 14
TN - Tunisia 14
UA - Ucraina 13
PY - Paraguay 12
UZ - Uzbekistan 11
IL - Israele 10
NP - Nepal 10
JO - Giordania 9
KE - Kenya 9
AL - Albania 8
GR - Grecia 8
IR - Iran 8
PE - Perù 8
BO - Bolivia 7
KZ - Kazakistan 7
AE - Emirati Arabi Uniti 6
AM - Armenia 6
CH - Svizzera 6
AU - Australia 5
AZ - Azerbaigian 5
JM - Giamaica 5
KR - Corea 5
PA - Panama 5
SV - El Salvador 5
DZ - Algeria 4
EG - Egitto 4
SN - Senegal 4
TH - Thailandia 4
UY - Uruguay 4
ET - Etiopia 3
EU - Europa 3
KW - Kuwait 3
NG - Nigeria 3
OM - Oman 3
RO - Romania 3
TW - Taiwan 3
BJ - Benin 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CU - Cuba 2
DO - Repubblica Dominicana 2
GE - Georgia 2
HN - Honduras 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
AF - Afghanistan, Repubblica islamica di 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BG - Bulgaria 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
CR - Costa Rica 1
Totale 11.849
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Città #
Dublin 672
San Jose 546
Chandler 540
Hong Kong 528
Ashburn 518
Singapore 486
Dallas 320
Beijing 314
Nanjing 246
Jacksonville 206
Ho Chi Minh City 187
Boardman 182
Lauterbourg 149
Los Angeles 140
Princeton 120
Lawrence 118
Hanoi 114
Nanchang 101
Wilmington 97
Council Bluffs 92
Hebei 87
Shenyang 77
Redondo Beach 75
Moscow 74
Ann Arbor 73
Helsinki 71
New York 71
Shanghai 70
Changsha 68
Jiaxing 68
Medford 63
Munich 63
Buffalo 62
The Dalles 57
Johannesburg 52
Santa Clara 48
Hangzhou 46
São Paulo 45
Tianjin 43
Orem 35
Pavia 34
Toronto 33
Tokyo 32
Warsaw 32
Milan 30
Norwalk 30
Frankfurt am Main 29
Seattle 28
Da Nang 27
London 26
San Francisco 25
Chennai 23
Guangzhou 22
Denver 21
Mexico City 20
Columbus 19
Haiphong 19
Brooklyn 18
Montreal 18
Quito 18
Stockholm 18
Chicago 17
Rome 17
Rozzano 17
Fairfield 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
Catania 10
Houston 10
Padova 10
Phoenix 10
Vienna 10
Bogotá 9
Falkenstein 9
Hải Dương 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 7.885
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Nome #
A unified framework for the assessment of multiple source urban flash flood hazard: the case study of Monza, Italy 142
Improving spatial landslide prediction with 3d slope stability analysis and genetic algorithm optimization: Application to the oltrepò pavese 126
Taking account of uncertainty in demand growth when phasing the construction of a water distribution network 122
A Bi-Objective Approach for Optimizing the Installation of PATs in Systems of Transmission Mains 119
Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling 118
P controller calibration for the real time control of moveable weirs in sewer channels 117
Battle of Postdisaster Response and Restoration 116
Comparison of newton-raphson global and loop algorithms for water distribution network resolution 108
A new algorithm for real-time pressure control in water distribution networks 107
A gain scheduling approach to improve pressure control in water distribution networks 107
RTC of valves for leakage reduction in water supply networks 106
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 105
Fast network multi-objective design algorithm combined with an a posteriori procedure for reliability evaluation under various operational scenarios 105
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 104
A simplified approach for the design of infiltration trenches 104
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 103
Accounting for phasing of construction within the design of water distribution networks 103
Laboratory investigation on the effects of flushes on cohesive sediment beds 102
Battle of the Water Networks II 101
Service pressure regulation in water distribution networks 101
The importance of the minimum path criterion in the design of water distribution networks 100
Segment identification in water distribution systems 99
Contaminazione nelle reti idriche: sistemi di monitoraggio e di allarme 98
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 97
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 97
Using EPANET for modelling water distribution systems with users along the pipes 97
Application of Real-Time Control Techniques to Reduce Water Volume Discharges from Quality-Oriented CSO Devices 97
A multi-step approach for optimal design and management of the C-town pipe network model 97
Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese 97
Advances in Modeling and Management of Urban Water Networks 96
Discussion of "gate and vacuum flushing of sewer sediment: Laboratory testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 95
A dimensionless procedure for the design of infiltration trenches 94
A model for non-uniform sediment transport induced by flushing in sewer channels 94
Bi-objective optimisation based tuning of pressure control algorithms for water distribution networks 94
Dimensionless approach for the design of flushing gates in sewer channels 93
Evaluating Water Demand Shortfalls in Segment Analysis 93
Peak demand assessment and hydraulic analysis in WDN design 90
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
Optimal Sensor Placement in a Partitioned Water Distribution Network for the Water Protection from Contamination 88
Bottom-up generation of peak demand scenarios in water distribution networks 88
Comparison of Techniques for Maintaining Adequate Disinfectant Residuals in a Full-Scale Water Distribution Network 87
Crisp discharge forecasts and grey uncertainty bands using data-driven models 87
Analisi economica del controllo della pressione per la riduzione di perdite e rotture nelle reti di distribuzione idrica 87
A multi-utility and dynamic approach for the upgrade of an aged water distribution network 86
Valutazione della domanda di picco nella progettazione delle piccole reti di distribuzione idrica 86
Novel Comprehensive Approach for Phasing Design and Rehabilitation of Water Distribution Networks 86
Comparison of pressure-driven formulations for WDN simulation 85
Impact of objective function selection on optimal placement of sensors in water distribution networks 85
Identification of Influential User Locations for Smart Meter Installation to Reconstruct the Urban Demand Pattern 85
Modelling hydrological response of modular blue roofs for storm water control in a Mediterranean site 84
Advances in water distribution networks 84
Sampling significant contamination events for optimal sensor placement in water distribution systems 84
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 83
Using Additional Time Slots for Improving Pump Control Optimization Based on Trigger Levels 83
Drinking water temperature around the globe: Understanding, policies, challenges and opportunities 83
Exploring numerically the benefits ofwater discharge prediction for the remote RTC of WDNs 82
Modulating Nodal Outflows to Guarantee Sufficient Disinfectant Residuals in Water Distribution Networks 82
General Method Based on Regressive Relationships to Parameterize the Three-Parameter Depth–Duration–Frequency Curve 81
Comparison of topological, empirical and optimization-based approaches for locating quality detection points in water distribution networks 81
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 80
Modulating nodal outflows to guarantee sufficient disinfectant residuals in water distribution networks 80
Closure to "peak Demand Assessment and Hydraulic Analysis in WDN Design" by E. Creaco, P. Signori, S. Papiri, and C. Ciaponi 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
New optimization strategies for SWMM modeling of stormwater quality applications in urban area 79
Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs 78
Numerical Simulation of flushing effect on sewer sediments and comparison of Four sediment transport formulas 77
Post-failure dynamics of rainfall-induced landslide in oltrepò pavese 77
Improving combined sewer overflow and treatment plant performance by real-time control operation 76
A multi-step approach for optimal design of the D-town pipe network model 76
A Dynamic Adaptive Approach for Water Distribution Network Design 76
Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand 75
Multiobjective optimization of pipe replacements and control valve installations for leakage attenuation in water distribution networks 75
Water distribution network robust design based on energy surplus index maximization 74
Models for generating household water demand pulses: Literature review and comparison 74
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 74
Contaminazioni nelle reti idriche. Sistemi di monitoraggio e di allarme 73
A Simplified Methodology for Optimal Location and Setting of Valves to Improve Equity in Intermittent Water Distribution Systems 72
Procedura per il campionamento degli eventi di contaminazione nelle reti di distribuzione 72
Optimisation of leakage and energy in the Abbiategrasso district 72
Clustering-Based Maintenance Strategy of Isolation Valves in Water Distribution Networks 71
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 70
Generalized resilience and failure indices for use with pressure-driven modeling and leakage 70
The last frontiers of the resilience and failure indices 70
Testing an innovative first flush identification methodology against field data from an Italian catchment 70
Comparison of Nonlinear Reservoir and UH Algorithms for the Hydrological Modeling of a Real Urban Catchment with EPASWMM 70
Exploring streamflow dynamics: trends and abrupt changes in major European rivers 69
Nondimensional simulation-based regression formulas for slit dam design in mountain rivers 69
Stability and Robustness of Real-Time Pressure Control in Water Distribution Systems 69
Analysis, design, and maintenance of isolation valves in water distribution networks: State of the art review, insights from field experiences and future directions 67
Assessing the Applicability of the Bartlett-Lewis Model in Simulating Residential Water Demands 67
Economic analysis of pressure control for leakage and pipe burst reduction 67
Real time control of water distribution networks: A state-of-the-art review 67
Preserving duration-intensity correlation on synthetically generated water demand pulses 67
Ensemble Evaluation and Member Selection of Regional Climate Models for Impact Models Assessment 65
Multiobjective Approach for Water Distribution Network Design Combining Pipe Sizing and Isolation Valve Placement 65
On the choice of the demand and hydraulic modeling approach to WDN real-time simulation 64
Effective optimization of irrigation networks with pressure-driven outflows at randomly selected installation nodes 63
Totale 8.706
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Categoria #
all - tutte 60.753
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 60.753
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202111 0 0 0 0 0 0 0 0 0 0 0 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
2025/20265.579 446 408 606 594 696 180 1.106 218 470 465 269 121
Totale 12.216