IRIS
CREACO, ENRICO FORTUNATO
 Distribuzione geografica
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Continente #
NA - Nord America 2.036
EU - Europa 1.081
AS - Asia 871
AF - Africa 22
SA - Sud America 12
Continente sconosciuto - Info sul continente non disponibili 3
OC - Oceania 1
Totale 4.026
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Nazione #
US - Stati Uniti d'America 2.018
CN - Cina 847
IE - Irlanda 662
IT - Italia 149
FI - Finlandia 141
DE - Germania 48
SE - Svezia 31
MA - Marocco 22
CA - Canada 16
BE - Belgio 13
IN - India 10
GB - Regno Unito 9
AT - Austria 8
NL - Olanda 5
BR - Brasile 4
CO - Colombia 4
ES - Italia 4
EC - Ecuador 3
EU - Europa 3
FR - Francia 3
IR - Iran 3
JO - Giordania 3
RU - Federazione Russa 3
CU - Cuba 2
HK - Hong Kong 2
KR - Corea 2
TR - Turchia 2
UA - Ucraina 2
AU - Australia 1
CL - Cile 1
DK - Danimarca 1
GR - Grecia 1
IL - Israele 1
JP - Giappone 1
NO - Norvegia 1
Totale 4.026
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Città #
Dublin 662
Chandler 540
Nanjing 244
Jacksonville 205
Ashburn 197
Princeton 120
Lawrence 118
Nanchang 101
Wilmington 97
Hebei 87
Shenyang 76
Ann Arbor 73
Beijing 71
Jiaxing 68
Medford 63
Changsha 58
Helsinki 58
Hangzhou 43
Tianjin 42
Norwalk 30
Pavia 27
Shanghai 24
Seattle 19
Fairfield 16
Milan 16
Brussels 13
Dearborn 13
Toronto 13
Woodbridge 12
Redwood City 11
Padova 10
Rozzano 10
New York 8
Innsbruck 7
Washington 7
Bari 6
Pune 5
Borås 4
Guangzhou 4
Hamburg 4
Ningbo 4
Orange 4
Rome 4
Amman 3
Argelato 3
Bitonto 3
Bogotá 3
Guildford 3
Houston 3
Jinan 3
L’Aquila 3
Quito 3
Roorkee 3
Salt 3
Taizhou 3
Verolanuova 3
Walnut 3
Avellino 2
Buccinasco 2
Castelfranco Veneto 2
Cesena 2
Frankfurt am Main 2
Havana 2
Imola 2
Los Angeles 2
Mascalucia 2
Paris 2
Philadelphia 2
Sesto Calende 2
Tangier 2
Trescore Balneario 2
Tulsa 2
Zhengzhou 2
Amantea 1
Americana 1
Amsterdam 1
Augusta 1
Brasília 1
Cambridge 1
Caserta 1
Catania 1
Central District 1
Chicago 1
Copenhagen 1
Genoa 1
Groningen 1
Haifa 1
Hamm 1
Hefei 1
Hong Kong 1
Kemerovo 1
Kunming 1
Las Vegas 1
Leawood 1
Manduria 1
Marina di Gioiosa Ionica 1
Melbourne 1
Napoli 1
Orlando 1
Palo del Colle 1
Totale 3.295
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Nome #
Discussion of "gate and vacuum flushing of sewer sediment: Laboratory testing" by Qizhong Guo, Chi-Yuan Fan, Ramjee Raghaven, and Richard Field 60
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 57
Service pressure regulation in water distribution networks 54
Optimal Placement of Isolation Valves in Water Distribution Systems Based on Valve Cost and Weighted Average Demand Shortfall 51
P controller calibration for the real time control of moveable weirs in sewer channels 50
Comparing Low and High-Level Hybrid Algorithms on the Two-Objective Optimal Design of Water Distribution Systems 49
Valutazione della domanda di picco nella progettazione delle piccole reti di distribuzione idrica 49
Comparison of newton-raphson global and loop algorithms for water distribution network resolution 48
Fast network multi-objective design algorithm combined with an a posteriori procedure for reliability evaluation under various operational scenarios 47
Contaminazione nelle reti idriche: sistemi di monitoraggio e di allarme 47
Novel Comprehensive Approach for Phasing Design and Rehabilitation of Water Distribution Networks 47
Experimental analysis of the hydrass flushing gate and laboratory validation of flush propagation modelling 46
Reliability surrogate measures for water distribution system design: Comparative analysis 46
The importance of the minimum path criterion in the design of water distribution networks 46
Numerical modelling of sediment bed aggradation in open rectangular drainage channels 45
Taking account of uncertainty in demand growth when phasing the construction of a water distribution network 45
A simplified approach for the design of infiltration trenches 45
A Bi-Objective Approach for Optimizing the Installation of PATs in Systems of Transmission Mains 45
A new algorithm for real-time pressure control in water distribution networks 44
Segment identification in water distribution systems 44
Multiobjective optimization of pipe replacements and control valve installations for leakage attenuation in water distribution networks 44
Accounting for phasing of construction within the design of water distribution networks 44
Models for generating household water demand pulses: Literature review and comparison 44
Closure to "peak Demand Assessment and Hydraulic Analysis in WDN Design" by E. Creaco, P. Signori, S. Papiri, and C. Ciaponi 44
Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese 44
Using EPANET for modelling water distribution systems with users along the pipes 43
Peak demand assessment and hydraulic analysis in WDN design 43
The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability 41
Improving spatial landslide prediction with 3d slope stability analysis and genetic algorithm optimization: Application to the oltrepò pavese 41
Optimisation of leakage and energy in the Abbiategrasso district 41
A dimensionless procedure for the design of infiltration trenches 40
Evaluating Water Demand Shortfalls in Segment Analysis 40
Assessing the Applicability of the Bartlett-Lewis Model in Simulating Residential Water Demands 40
Contaminazioni nelle reti idriche. Sistemi di monitoraggio e di allarme 39
Optimal Sensor Placement in a Partitioned Water Distribution Network for the Water Protection from Contamination 39
A unified framework for the assessment of multiple source urban flash flood hazard: the case study of Monza, Italy 39
Crisp discharge forecasts and grey uncertainty bands using data-driven models 38
Experimental analysis of the Hydrass flushing gate and field validation of flush propagation modelling 38
Procedura per il campionamento degli eventi di contaminazione nelle reti di distribuzione 38
Battle of Postdisaster Response and Restoration 38
Bi-objective optimisation based tuning of pressure control algorithms for water distribution networks 38
Advances in water distribution networks 37
Experimental and numerical analysis of the scouring effects of flushing waves on sediment deposits 37
Head reconstruction method to balance flux and source terms in shallow water equations 37
Application of Real-Time Control Techniques to Reduce Water Volume Discharges from Quality-Oriented CSO Devices 37
A multi-step approach for optimal design and management of the C-town pipe network model 37
Impact of objective function selection on optimal placement of sensors in water distribution networks 37
Using Additional Time Slots for Improving Pump Control Optimization Based on Trigger Levels 37
Battle of the Water Networks II 36
Improving combined sewer overflow and treatment plant performance by real-time control operation 36
Water distribution network robust design based on energy surplus index maximization 36
Generalized resilience and failure indices for use with pressure-driven modeling and leakage 36
Selection of relevant input variables in storm water quality modeling by multiobjective evolutionary polynomial regression paradigm 36
Analisi economica del controllo della pressione per la riduzione di perdite e rotture nelle reti di distribuzione idrica 36
A gain scheduling approach to improve pressure control in water distribution networks 36
Advances in Modeling and Management of Urban Water Networks 36
Comparison of algorithms for the optimal location of control valves for leakage reduction in WDNs 36
RTC of valves for leakage reduction in water supply networks 35
Laboratory investigation on the effects of flushes on cohesive sediment beds 35
Comparison of procedures for assessing water demand shortfalls caused by segment isolation 35
Multi-objective evolutionary polynomial regression paradigm for the selection of relevant input variables in stormwater quality modelling 35
Multi-object approach for WSN Partitioning in the framework of Pressure Driven Analysis 35
Bottom-up generation of peak demand scenarios in water distribution networks 35
Dimensionless approach for the design of flushing gates in sewer channels 34
Sensitivity analisys of the formulas for predicting hiding processes in simulating bed aggradation 34
Sampling significant contamination events for optimal sensor placement in water distribution systems 34
Nondimensional simulation-based regression formulas for slit dam design in mountain rivers 34
Comparison of Flow-Dependent Controllers for Remote Real-Time Pressure Control in a Water Distribution System with Stochastic Consumption 34
Preserving duration-intensity correlation on synthetically generated water demand pulses 34
Comparison of pressure-driven formulations for WDN simulation 33
Drinking water temperature around the globe: Understanding, policies, challenges and opportunities 33
On the choice of the demand and hydraulic modeling approach to WDN real-time simulation 32
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 32
Testing an innovative first flush identification methodology against field data from an Italian catchment 32
Identification of Influential User Locations for Smart Meter Installation to Reconstruct the Urban Demand Pattern 32
Developments in Multi-Objective Dynamic Optimization Algorithm for Design of Water Distribution Mains 31
Post-failure dynamics of rainfall-induced landslide in oltrepò pavese 31
A model for non-uniform sediment transport induced by flushing in sewer channels 30
Stability and Robustness of Real-Time Pressure Control in Water Distribution Systems 30
Comparison of topological, empirical and optimization-based approaches for locating quality detection points in water distribution networks 30
Comparison of various phased approaches for the constrained minimum-cost design of water distribution networks 29
Detecting topological changes in water distribution systems featuring one-way devices 29
Testing behavior and effects of PRVs and RTC valves during hydrant activation scenarios 29
Multistep Approach for Optimizing Design and Operation of the C-Town Pipe Network Model 28
Forecasting domestic water consumption from smart meter readings using statistical methods and artificial neural networks 28
A fast new method for segment identification in water distribution systems 28
Multiobjective Optimization of Control Valve Installation and DMA Creation for Reducing Leakage in Water Distribution Networks 28
Modulating Nodal Outflows to Guarantee Sufficient Disinfectant Residuals in Water Distribution Networks 28
Considering the mutual dependence of pulse duration and intensity in models for generating residential water demand 27
A multi-step approach for optimal design of the D-town pipe network model 27
The last frontiers of the resilience and failure indices 27
Exploring numerically the benefits ofwater discharge prediction for the remote RTC of WDNs 27
Comparison of bottom-up and top-down procedures for water demand reconstruction 27
Numerical Simulation of flushing effect on sewer sediments and comparison of Four sediment transport formulas 26
Comparison of water demand pulse generation models 26
Unsteady flow modelling of RTC in water distribution networks 26
Modulating nodal outflows to guarantee sufficient disinfectant residuals in water distribution networks 26
Methods for preserving duration-intensity correlation on synthetically generated water-demand pulses 25
Correlation or not correlation? This is the question in modeling residential water demand pulses 25
Bottom-Up Generation of Water Demands to Preserve Basic Statistics and Rank Cross-Correlations of Measured Time Series 25
Totale 3.705
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Categoria #
all - tutte 20.032
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 20.032
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20194 0 0 0 0 0 0 0 0 0 0 0 4
2019/2020925 327 430 1 26 2 14 20 14 13 38 36 4
2020/2021266 1 16 4 7 7 8 5 131 20 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
2023/2024681 57 127 106 67 69 149 28 49 10 18 1 0
Totale 4.312