IRIS
CREACO, ENRICO FORTUNATO
 Distribuzione geografica
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Continente #
NA - Nord America 4.998
AS - Asia 4.138
EU - Europa 2.346
SA - Sud America 625
Continente sconosciuto - Info sul continente non disponibili 350
AF - Africa 154
OC - Oceania 9
Totale 12.620
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Nazione #
US - Stati Uniti d'America 4.824
CN - Cina 1.602
SG - Singapore 1.002
IE - Irlanda 672
HK - Hong Kong 547
VN - Vietnam 501
BR - Brasile 440
RU - Federazione Russa 403
IT - Italia 307
FR - Francia 214
DE - Germania 192
FI - Finlandia 170
GB - Regno Unito 114
IN - India 107
CA - Canada 88
ZA - Sudafrica 66
AR - Argentina 58
BD - Bangladesh 57
SE - Svezia 50
MX - Messico 46
IQ - Iraq 41
PL - Polonia 38
JP - Giappone 37
MA - Marocco 37
ES - Italia 34
EC - Ecuador 33
CO - Colombia 31
NL - Olanda 29
AT - Austria 28
PK - Pakistan 27
ID - Indonesia 26
TR - Turchia 26
PH - Filippine 19
SA - Arabia Saudita 19
VE - Venezuela 17
BE - Belgio 16
MY - Malesia 16
CL - Cile 15
LT - Lituania 15
TN - Tunisia 14
UA - Ucraina 14
PY - Paraguay 12
UZ - Uzbekistan 11
IL - Israele 10
NP - Nepal 10
IR - Iran 9
JO - Giordania 9
KE - Kenya 9
AL - Albania 8
GR - Grecia 8
PE - Perù 8
SV - El Salvador 8
BO - Bolivia 7
KZ - Kazakistan 7
AE - Emirati Arabi Uniti 6
AM - Armenia 6
CH - Svizzera 6
JM - Giamaica 6
AU - Australia 5
AZ - Azerbaigian 5
KR - Corea 5
PA - Panama 5
TH - Thailandia 5
CR - Costa Rica 4
DZ - Algeria 4
EG - Egitto 4
IS - Islanda 4
SN - Senegal 4
UY - Uruguay 4
ET - Etiopia 3
EU - Europa 3
HN - Honduras 3
KW - Kuwait 3
NG - Nigeria 3
NI - Nicaragua 3
OM - Oman 3
RO - Romania 3
TW - Taiwan 3
BH - Bahrain 2
BJ - Benin 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CU - Cuba 2
DO - Repubblica Dominicana 2
GE - Georgia 2
GH - Ghana 2
HR - Croazia 2
HU - Ungheria 2
KG - Kirghizistan 2
LB - Libano 2
LV - Lettonia 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
Totale 12.249
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Città #
Dublin 672
San Jose 562
Chandler 540
Ashburn 538
Hong Kong 531
Singapore 490
Dallas 322
Beijing 317
Nanjing 246
Council Bluffs 241
Jacksonville 207
Ho Chi Minh City 187
Boardman 182
Lauterbourg 149
Los Angeles 143
Princeton 121
Lawrence 118
Hanoi 114
Nanchang 101
Wilmington 97
Hebei 87
Shenyang 77
Redondo Beach 75
Moscow 74
Santa Clara 74
Ann Arbor 73
Helsinki 71
New York 71
Shanghai 71
Changsha 68
Jiaxing 68
Medford 63
Munich 63
Buffalo 62
The Dalles 62
Johannesburg 52
Hangzhou 47
São Paulo 45
Tianjin 43
Columbus 37
Milan 35
Orem 35
Pavia 34
Toronto 33
Tokyo 32
Warsaw 32
Norwalk 30
Frankfurt am Main 29
Seattle 29
Da Nang 27
London 26
San Francisco 26
Chennai 23
Guangzhou 22
Denver 21
Mexico City 21
Brooklyn 19
Haiphong 19
Montreal 19
Quito 19
Rome 19
Stockholm 18
Atlanta 17
Chicago 17
Rozzano 17
Fairfield 16
Nuremberg 16
Baghdad 15
Brussels 15
Poplar 15
Turku 15
Dearborn 13
Dresden 13
Phoenix 13
Woodbridge 13
Boston 12
Curitiba 12
Biên Hòa 11
Lahore 11
Redwood City 11
Tashkent 11
Amsterdam 10
Catania 10
Florence 10
Houston 10
Padova 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
Kuala Lumpur 8
Manchester 8
Naples 8
Totale 8.160
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Nome #
A unified framework for the assessment of multiple source urban flash flood hazard: the case study of Monza, Italy 144
Improving spatial landslide prediction with 3d slope stability analysis and genetic algorithm optimization: Application to the oltrepò pavese 131
Taking account of uncertainty in demand growth when phasing the construction of a water distribution network 122
Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling 122
P controller calibration for the real time control of moveable weirs in sewer channels 120
A Bi-Objective Approach for Optimizing the Installation of PATs in Systems of Transmission Mains 120
Battle of Postdisaster Response and Restoration 117
Comparison of newton-raphson global and loop algorithms for water distribution network resolution 111
A new algorithm for real-time pressure control in water distribution networks 108
A gain scheduling approach to improve pressure control in water distribution networks 108
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 107
Fast network multi-objective design algorithm combined with an a posteriori procedure for reliability evaluation under various operational scenarios 107
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 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 106
Accounting for phasing of construction within the design of water distribution networks 106
A simplified approach for the design of infiltration trenches 105
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 104
Battle of the Water Networks II 104
Laboratory investigation on the effects of flushes on cohesive sediment beds 103
Service pressure regulation in water distribution networks 103
Contaminazione nelle reti idriche: sistemi di monitoraggio e di allarme 102
Segment identification in water distribution systems 101
Using EPANET for modelling water distribution systems with users along the pipes 101
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 100
The importance of the minimum path criterion in the design of water distribution networks 100
Application of Real-Time Control Techniques to Reduce Water Volume Discharges from Quality-Oriented CSO Devices 99
A multi-step approach for optimal design and management of the C-town pipe network model 98
Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese 98
Advances in Modeling and Management of Urban Water Networks 97
Discussion of "gate and vacuum flushing of sewer sediment: Laboratory testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 97
Evaluating Water Demand Shortfalls in Segment Analysis 95
A model for non-uniform sediment transport induced by flushing in sewer channels 95
Bi-objective optimisation based tuning of pressure control algorithms for water distribution networks 95
Dimensionless approach for the design of flushing gates in sewer channels 94
A dimensionless procedure for the design of infiltration trenches 94
Novel Comprehensive Approach for Phasing Design and Rehabilitation of Water Distribution Networks 93
Head reconstruction method to balance flux and source terms in shallow water equations 92
Peak demand assessment and hydraulic analysis in WDN design 92
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 91
Comparison of Techniques for Maintaining Adequate Disinfectant Residuals in a Full-Scale Water Distribution Network 90
Valutazione della domanda di picco nella progettazione delle piccole reti di distribuzione idrica 90
Optimal Sensor Placement in a Partitioned Water Distribution Network for the Water Protection from Contamination 90
Bottom-up generation of peak demand scenarios in water distribution networks 90
A fast new method for segment identification in water distribution systems 89
Analisi economica del controllo della pressione per la riduzione di perdite e rotture nelle reti di distribuzione idrica 89
Crisp discharge forecasts and grey uncertainty bands using data-driven models 88
Modelling hydrological response of modular blue roofs for storm water control in a Mediterranean site 87
Advances in water distribution networks 87
Contaminazioni nelle reti idriche. Sistemi di monitoraggio e di allarme 87
A multi-utility and dynamic approach for the upgrade of an aged water distribution network 86
Comparison of pressure-driven formulations for WDN simulation 86
Impact of objective function selection on optimal placement of sensors in water distribution networks 86
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 85
Sampling significant contamination events for optimal sensor placement in water distribution systems 85
Using Additional Time Slots for Improving Pump Control Optimization Based on Trigger Levels 85
Identification of Influential User Locations for Smart Meter Installation to Reconstruct the Urban Demand Pattern 85
Drinking water temperature around the globe: Understanding, policies, challenges and opportunities 85
Modulating nodal outflows to guarantee sufficient disinfectant residuals in water distribution networks 84
General Method Based on Regressive Relationships to Parameterize the Three-Parameter Depth–Duration–Frequency Curve 83
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 83
Exploring numerically the benefits ofwater discharge prediction for the remote RTC of WDNs 83
Modulating Nodal Outflows to Guarantee Sufficient Disinfectant Residuals in Water Distribution Networks 83
Reliability surrogate measures for water distribution system design: Comparative analysis 81
Comparison of topological, empirical and optimization-based approaches for locating quality detection points in water distribution networks 81
New optimization strategies for SWMM modeling of stormwater quality applications in urban area 81
Improving combined sewer overflow and treatment plant performance by real-time control operation 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
Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs 79
Numerical Simulation of flushing effect on sewer sediments and comparison of Four sediment transport formulas 78
Models for generating household water demand pulses: Literature review and comparison 78
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 78
Post-failure dynamics of rainfall-induced landslide in oltrepò pavese 78
Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand 77
A multi-step approach for optimal design of the D-town pipe network model 77
A Dynamic Adaptive Approach for Water Distribution Network Design 77
Multiobjective optimization of pipe replacements and control valve installations for leakage attenuation in water distribution networks 76
Water distribution network robust design based on energy surplus index maximization 76
Generalized resilience and failure indices for use with pressure-driven modeling and leakage 74
Procedura per il campionamento degli eventi di contaminazione nelle reti di distribuzione 74
Clustering-Based Maintenance Strategy of Isolation Valves in Water Distribution Networks 73
A Simplified Methodology for Optimal Location and Setting of Valves to Improve Equity in Intermittent Water Distribution Systems 72
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 72
Testing an innovative first flush identification methodology against field data from an Italian catchment 72
Optimisation of leakage and energy in the Abbiategrasso district 72
Exploring streamflow dynamics: trends and abrupt changes in major European rivers 71
The last frontiers of the resilience and failure indices 71
Stability and Robustness of Real-Time Pressure Control in Water Distribution Systems 71
Comparison of Nonlinear Reservoir and UH Algorithms for the Hydrological Modeling of a Real Urban Catchment with EPASWMM 71
Nondimensional simulation-based regression formulas for slit dam design in mountain rivers 70
Assessing the Applicability of the Bartlett-Lewis Model in Simulating Residential Water Demands 69
Economic analysis of pressure control for leakage and pipe burst reduction 69
Preserving duration-intensity correlation on synthetically generated water demand pulses 69
Multiobjective Approach for Water Distribution Network Design Combining Pipe Sizing and Isolation Valve Placement 68
Analysis, design, and maintenance of isolation valves in water distribution networks: State of the art review, insights from field experiences and future directions 68
On the choice of the demand and hydraulic modeling approach to WDN real-time simulation 68
Real time control of water distribution networks: A state-of-the-art review 68
Reducing impacts of contamination in water distribution networks: A combined strategy based on network partitioning and installation ofwater quality sensors 68
Ensemble Evaluation and Member Selection of Regional Climate Models for Impact Models Assessment 67
Totale 8.914
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Categoria #
all - tutte 64.358
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 64.358
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022435 0 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
2025/20265.603 446 408 606 594 696 180 1.106 218 470 465 269 145
2026/2027380 116 264 0 0 0 0 0 0 0 0 0 0
Totale 12.620