IRIS
CIMORELLI, LUIGI
 Distribuzione geografica
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Continente #
AS - Asia 2.772
NA - Nord America 2.653
EU - Europa 2.572
SA - Sud America 319
AF - Africa 70
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 1
Totale 8.393
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Nazione #
US - Stati Uniti d'America 2.556
SG - Singapore 1.336
RU - Federazione Russa 952
IT - Italia 912
CN - Cina 563
VN - Vietnam 396
BR - Brasile 253
HK - Hong Kong 199
DE - Germania 168
FI - Finlandia 122
FR - Francia 107
GB - Regno Unito 66
CA - Canada 56
SE - Svezia 56
UA - Ucraina 50
JP - Giappone 41
IE - Irlanda 40
IN - India 31
KR - Corea 28
NL - Olanda 22
BD - Bangladesh 21
MX - Messico 21
TR - Turchia 21
IQ - Iraq 20
PH - Filippine 19
AR - Argentina 18
ZA - Sudafrica 18
ES - Italia 14
PK - Pakistan 13
TH - Thailandia 12
BG - Bulgaria 11
EC - Ecuador 11
TW - Taiwan 10
VE - Venezuela 10
CL - Cile 9
NP - Nepal 9
CI - Costa d'Avorio 7
KE - Kenya 7
CO - Colombia 6
CZ - Repubblica Ceca 6
ID - Indonesia 6
IR - Iran 6
JO - Giordania 6
PL - Polonia 6
PT - Portogallo 6
PY - Paraguay 6
UZ - Uzbekistan 6
CR - Costa Rica 5
DZ - Algeria 5
EG - Egitto 5
MA - Marocco 5
TN - Tunisia 5
AT - Austria 4
AU - Australia 4
LT - Lituania 4
MY - Malesia 4
NO - Norvegia 4
PE - Perù 4
SI - Slovenia 4
SN - Senegal 4
AE - Emirati Arabi Uniti 3
CH - Svizzera 3
GR - Grecia 3
JM - Giamaica 3
KZ - Kazakistan 3
PA - Panama 3
RO - Romania 3
SA - Arabia Saudita 3
AO - Angola 2
CU - Cuba 2
HN - Honduras 2
IL - Israele 2
KW - Kuwait 2
LB - Libano 2
SK - Slovacchia (Repubblica Slovacca) 2
AL - Albania 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
BO - Bolivia 1
BY - Bielorussia 1
BZ - Belize 1
CG - Congo 1
CM - Camerun 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EU - Europa 1
GE - Georgia 1
GN - Guinea 1
HU - Ungheria 1
KH - Cambogia 1
LI - Liechtenstein 1
MD - Moldavia 1
ML - Mali 1
MM - Myanmar 1
MN - Mongolia 1
MR - Mauritania 1
MZ - Mozambico 1
NE - Niger 1
NI - Nicaragua 1
Totale 8.379
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Città #
Singapore 683
San Jose 405
Chandler 305
Ashburn 283
Moscow 244
Santa Clara 191
Hong Kong 184
Naples 143
Hefei 130
Beijing 129
Ho Chi Minh City 109
Napoli 96
Hanoi 91
Munich 86
Lauterbourg 67
Helsinki 65
Los Angeles 59
Wilmington 55
The Dalles 54
Millbury 49
Jacksonville 45
Princeton 43
Boston 41
Des Moines 38
Nanjing 36
Rome 36
Tokyo 35
Dallas 31
Palermo 31
Buffalo 28
Seoul 24
Ottawa 23
Redondo Beach 23
Torre Annunziata 19
Da Nang 17
Lawrence 17
New York 17
Seattle 17
Washington 17
Haiphong 16
Milan 16
Trentola 16
Council Bluffs 14
Falkenstein 14
Monte Di Procida 14
Nanchang 14
São Paulo 14
Frankfurt am Main 13
Bologna 12
Dong Ket 12
Parma 12
Stockholm 12
Amsterdam 11
Boardman 10
Brooklyn 10
Corno di Rosazzo 10
Houston 10
Lappeenranta 10
Belo Horizonte 9
Guangzhou 9
Macerata Campania 9
Rio de Janeiro 9
San Francisco 9
Caserta 8
Chicago 8
Jiaxing 8
Kunming 8
London 8
Lusciano 8
Mexico City 8
Orem 8
Shenyang 8
Woodbridge 8
Atlanta 7
Can Tho 7
Dhaka 7
Kronberg 7
Montesano Sulla Marcellana 7
Montreal 7
Phoenix 7
Santiago 7
Sofia 7
Tianjin 7
Amman 6
Baghdad 6
Casoria 6
Hebei 6
Johannesburg 6
Tashkent 6
Ankara 5
Benevento 5
Brasília 5
Changsha 5
Denver 5
Duque de Caxias 5
Indiana 5
Lahore 5
Leeds 5
Nairobi 5
Orta di Atella 5
Totale 4.492
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Nome #
Potential advantages of flow-area rating curves compared to classic stage-discharge-relations 219
THE QUALITY PROBLEM IN WATER DISTRIBUTION SYSTEM 172
Utilizzazione di modelli idrologici semi-distribuiti per l’ottimizzazione delle reti di drenaggio 168
UNA TECNICA PER IL POSIZIONAMENTO E IL DIMENSIONAMENTO DI VASCHE VOLANO A SERVIZIO DI RETI URBANE DI DRENAGGIO 158
Analisi dei fenomeni alluvionali provocati da eventuali esondazioni da alvei a carattere torrentizio e da flussi non incanalati 150
Shot noise modeling of daily streamflows: A hybrid spectral- and time-domain calibration approach 148
Recenti avanzamenti nella progettazione ottimale delle reti rurali di drenaggio 144
A SIMPLIFIED APPROACH FOR STORMWATER DRAINAGE NETWORKS SIZING 144
The solution of the dam-break problem in the Porous Shallow water Equations 139
Exact Solution of the Dam-Break Problem for Constrictions and Obstructions in Constant Width Rectangular Channels 136
The aqueducts: from functional elements for social growing to relevant factors for landscape formation (Gli acquedotti: da elementi prettamente funzionali a fattori di pregevole contributo alla formazione del paesaggio) 131
Multiple Solutions for the Riemann Problem in the Porous Shallow Water Equations 129
A model to simulate leakage through joints in water distribution systems 128
An improved numerical scheme for the approximate solution of the Parabolic Wave model 128
Un nuovo tipo di approccio per il dimensionamento ottimale delle reti fognarie miste 127
A new semi-Lagrangian routing procedure for constituent transport in steady and unsteady flow velocity fields 127
Optimal design of urban drainage networks 126
The Effect of Geological Heterogeneity and Groundwater Table Depth on the Hydraulic Performance of Stormwater Infiltration Facilities 126
Short-term rainfall forecasting using cumulative precipitation fields from station data: a probabilistic machine learning approach 124
Sulle possibilità di una valutazione dei massimi istantanei delle portate al colmo e dei tiranti idrici nelle reti di drenaggio attraverso modelli idrologici semi-distribuiti caratterizzati da diversi livelli di semplificazione della realtà fenomenologica 124
Modellazione bidimensionale di flussi iperconcentrati in moto su superfici a contorno mobile 124
Optimal Positioning and Sizing of Detention Tanks within Urban Drainage Networks 123
Optimal design of rural drainage networks 123
Optimal design of wastewater and rainstorm drainage networks 122
IL RECUPERO DELLA PIENA EFFICIENZA IDRAULICA DELLE RETI URBANE DI DRENAGGIO MEDIANTE IL POSIZIONAMENTO ED IL DIMENSIONAMENTO OTTIMALI DI VASCHE DI LAMINAZIONE 122
AFFIDABILITA’ COME CRITERIO PER LA PIANIFICAZIONE DEGLI INTERVENTI DI ADEGUAMENTO E DI RIABILITAZIONE DELLE RETI DI DISTRIBUZIONE IDRICA 122
A Derivative Free Non-Linear Programming Method for the Optimal Setting of PATs to Be Used in a Hybrid Genetic Algorithm: A Preliminary Work 121
A Derivative Recovery Spectral Volume model for the analysis of constituents transport in one-dimensional flows 120
The effect of flood-mitigation reservoir configuration on peak-discharge reduction during preliminary design 119
Una metodologia per il dimensionamento ottimale, su basi probabilistiche, delle reti rurali di drenaggio 117
Analytical solutions of the linearized parabolic wave accounting for downstream boundary condition and uniform lateral inflows 115
A new frequency domain analytical solution of a cascade of diffusive channels for flood routing 114
One-dimensional Mathematical Modelling of Debris Flow Impact on Open-check Dams 113
Are rainfall extremes intensifying in Southern Italy? 112
Valutazione probabilistica della portata di dimensionamento di un sistema di produzione idroelettrica alimentato da un impianto a deflusso 111
The Influence of Soil Stochastic Heterogeneity and Facility Dimensions on Stormwater Infiltration Facilities Performance 110
Sviluppo di un modello basato sulle reti neurali artificiali per la previsione dei dati di pioggia: risultati preliminari. 109
Boundary conditions in Finite Volume schemes for the solution of the Shallow-water Equations: the non-submerged broad-crested weir 108
Enhancing the efficiency of the automatic design of rural drainage network 108
A Numerical Model for the Simulation of Debris Flow Triggering, Propagation and Arrest 108
Numerical Modelling of the Hydraulic Behaviour of Stormwater Infiltration Facilities 107
One-dimensional simulation of debris-flow inception and propagation 106
A broad-crested weir boundary condition in finite volume shallow-water numerical models 104
Exact solution of the Linear Parabolic Approximation for flow-depth based diffusive flow routing 104
An innovative approach for drainage network sizing 103
Correction to: The Effect of Geological Heterogeneity and Groundwater Table Depth on the Hydraulic Performance of Stormwater Infiltration Facilities 102
Comparison Among Resilience and Entropy Index in the Optimal Rehabilitation of Water Distribution Networks Under Limited-Budgets 101
MODELLAZIONE BIDIMENSIONALE DI ONDE DI PIENA SU FONDO MOBILE 99
Boosting Genetic Algorithm Performance in Pump Scheduling Problems with a Novel Decision-Variable Representation 99
Novel numerical approach for 1D variable density shallow flows over uneven rigid and erodible beds 98
PREVISIONE DELLE PORTATE E DEI TIRANTI IDRICI BASATA SULL'USO DI MODELLI PARABOLICI LINEARIZZATI 96
Optimal Location and Setting of PRVs in WDS for Leakage Minimization 92
Flood propagation modeling with the Local Inertia Approximation: Theoretical and numerical analysis of its physical limitations 92
AGGIORNAMENTO SULLE PRECIPITAZIONI ESTREME IN CAMPANIA 92
Leakage reduction in WDNs through optimal setting of PATs with a derivative-free optimizer 89
Rainfall Nowcasting Exploiting Machine-Learning Techniques: A Case Study in Southern Italy 88
The solution of the Riemann problem in rectangular channels with constrictions and obstructions 88
The analytic solution of the Shallow-Water Equations with partially open sluice-gates: the dam-break problem 86
A novel hybrid approach for leakage area detection in water distribution networks 86
The exact solution to the Shallow water Equations Riemann problem at width jumps in rectangular channels 84
Reduction in water losses in water distribution systems using pressure reduction valves 84
A semi-analytical approach for drainage network sizing and verification 83
Correction to: The Influence of Soil Stochastic Heterogeneity and Facility Dimensions on Stormwater Infiltration Facilities Performance 83
Leakage Area Detection in Water Distribution Networks: a Two-Step Algorithm Using Limited Data 79
Friction decoupling and loss of rotational invariance in 2D flooding models 77
Leaking pipes and the urban karst: a pipe scale numerical investigation on water leaks flow paths in the subsurface 77
Thermal response to background leakages around an actively heated fiber optic sensor for leak detection in water distribution mains: modeling the effect of heating power and time 77
Coping with geometric discontinuities in porosity-based shallow water models 76
Utility trenches: sinks or barriers? Modeling the fate of leaked water in a crowded subsurface 76
Trend of Annual Maximum Rainfall in Campania Region (Southern Italy) 75
OPTIMAL MANAGEMENT OF THE ARTIFICIAL RESERVOIRS FOR THE PRODUCTION OF RENEWABLE ENERGY AND THE HYDRAULIC PROTECTION OF THE TERRITORY 71
Optimal regulation of pumping station in water distribution networks using constant and variable speed pumps: A technical and economical comparison 70
Assessment of Erosion in River Basins: A Distributed Model to Estimate the Sediment Production over Watersheds by a 3-Dimensional LS Factor in RUSLE Model 69
On integral and differential porosity models for urban flooding simulation 67
Sedimentation in Reservoirs: Evaluation of Return Periods Related to Operational Failures of Water Supply Reservoirs with Monte Carlo Simulation 67
Optimal scheduling and control of a sewer pump under stochastic inflow pattern 65
Closure to "Boosting Genetic Algorithm Performance in Pump Scheduling Problems with a Novel Decision-Variable Representation" by Luigi Cimorelli, Andrea D'Aniello, and Luca Cozzolino 63
Soluzione esatta delle local inertial equations su fondo asciutto 62
Updating annual rainfall maxima statistics in a data-scarce region 57
OPERATE 40
A Novel Generalized Semi-Analytical Approach for Flood Control Reservoir Design 37
A comparative analysis of different physically based modeling approaches to predict the fate of sewer leaks and their effects on urban aquifer recharge and contamination 28
Evaluating Outflow Discharges from Flood Control Reservoirs: A Comparison Between the Chicago Storm Method and the Variational Approach 23
Hydraulic reliability as a tool for performances evaluation and design of pressure irrigation networks with demand service 16
Urban aquifer recharge and contamination by leaking sewers: a comparative analysis of different modeling approaches 9
Individuazione delle perdite fognarie tramite l’analisi dei contaminanti emergenti negli acquiferi urbani: sviluppo di un approccio basato sull’intelligenza artificiale 9
A reassessment of the history of the temporal resolution of rainfall data at the global scale 9
Urban aquifer recharge and contamination by leaking sewers: a comparative analysis of different modeling approaches 6
Comment on “A new Digital Harmony Search algorithm for optimizing pump scheduling in water distribution networks” by Francesco De Paola, Francesco Pugliese, Nicola Fontana, Maurizio Giugni 6
Individuazione delle perdite fognarie tramite l’analisi dei contaminanti emergenti negli acquiferi urbani: sviluppo di un approccio basato sull’intelligenza artificiale 6
Totale 8.652
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Categoria #
all - tutte 24.937
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 24.937
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202142 0 0 0 0 0 0 0 0 0 11 17 14
2021/2022360 10 0 16 1 7 34 22 8 41 52 32 137
2022/2023635 66 70 18 68 103 65 33 58 95 4 43 12
2023/2024543 31 103 18 79 35 73 17 34 16 27 69 41
2024/20252.325 125 90 14 16 136 207 306 142 146 169 801 173
2025/20263.636 396 258 368 306 623 156 431 246 530 322 0 0
Totale 8.652