CIMORELLI, LUIGI
 Distribuzione geografica
Continente #
EU - Europa 2.306
NA - Nord America 2.199
AS - Asia 2.174
SA - Sud America 275
AF - Africa 49
OC - Oceania 6
Continente sconosciuto - Info sul continente non disponibili 1
Totale 7.010
Nazione #
US - Stati Uniti d'America 2.118
SG - Singapore 1.258
RU - Federazione Russa 950
IT - Italia 807
CN - Cina 523
BR - Brasile 229
HK - Hong Kong 172
DE - Germania 150
FI - Finlandia 118
VN - Vietnam 100
SE - Svezia 54
GB - Regno Unito 53
CA - Canada 52
UA - Ucraina 49
IE - Irlanda 40
KR - Corea 24
MX - Messico 17
TR - Turchia 16
ZA - Sudafrica 16
FR - Francia 15
NL - Olanda 15
AR - Argentina 14
BD - Bangladesh 13
IN - India 11
EC - Ecuador 9
ES - Italia 9
BG - Bulgaria 8
IQ - Iraq 8
NP - Nepal 7
CI - Costa d'Avorio 6
PL - Polonia 6
CL - Cile 5
CO - Colombia 5
CZ - Repubblica Ceca 5
IR - Iran 5
PY - Paraguay 5
UZ - Uzbekistan 5
AU - Australia 4
KE - Kenya 4
LT - Lituania 4
SI - Slovenia 4
VE - Venezuela 4
AT - Austria 3
CH - Svizzera 3
JO - Giordania 3
JP - Giappone 3
PA - Panama 3
PE - Perù 3
PK - Pakistan 3
RO - Romania 3
SN - Senegal 3
TN - Tunisia 3
AE - Emirati Arabi Uniti 2
AO - Angola 2
CR - Costa Rica 2
CU - Cuba 2
DZ - Algeria 2
EG - Egitto 2
GR - Grecia 2
ID - Indonesia 2
IL - Israele 2
LB - Libano 2
PH - Filippine 2
PT - Portogallo 2
SK - Slovacchia (Repubblica Slovacca) 2
TW - Taiwan 2
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
BY - Bielorussia 1
CM - Camerun 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EU - Europa 1
GN - Guinea 1
HN - Honduras 1
JM - Giamaica 1
KW - Kuwait 1
KZ - Kazakistan 1
MA - Marocco 1
MD - Moldavia 1
ML - Mali 1
MM - Myanmar 1
MY - Malesia 1
MZ - Mozambico 1
NE - Niger 1
NZ - Nuova Zelanda 1
OM - Oman 1
PW - Palau 1
QA - Qatar 1
RS - Serbia 1
RW - Ruanda 1
SA - Arabia Saudita 1
SO - Somalia 1
TG - Togo 1
TH - Thailandia 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
YT - Mayotte 1
Totale 7.009
Città #
Singapore 636
Chandler 305
Ashburn 245
Moscow 244
Santa Clara 189
Hong Kong 170
Hefei 130
Beijing 125
San Jose 117
Napoli 96
Naples 94
Munich 86
Helsinki 62
Los Angeles 58
Wilmington 55
Millbury 49
Jacksonville 45
Princeton 43
Boston 41
Nanjing 36
Des Moines 35
Dallas 31
Palermo 31
Rome 31
Ho Chi Minh City 30
Buffalo 28
Ottawa 23
Redondo Beach 23
Seoul 23
The Dalles 23
Torre Annunziata 19
Lawrence 17
Hanoi 16
Trentola 16
Washington 16
Seattle 15
Falkenstein 14
Monte Di Procida 14
Nanchang 14
New York 13
Dong Ket 12
São Paulo 12
Stockholm 11
Boardman 10
Brooklyn 10
Corno di Rosazzo 10
Houston 10
Lappeenranta 10
Bologna 9
Guangzhou 9
Macerata Campania 9
Milan 9
Caserta 8
Jiaxing 8
Kunming 8
London 8
Orem 8
Rio de Janeiro 8
San Francisco 8
Shenyang 8
Woodbridge 8
Belo Horizonte 7
Da Nang 7
Frankfurt am Main 7
Kronberg 7
Mexico City 7
Montesano Sulla Marcellana 7
Montreal 7
Sofia 7
Tianjin 7
Amsterdam 6
Casoria 6
Dhaka 6
Hebei 6
Lusciano 6
Phoenix 6
Atlanta 5
Benevento 5
Brasília 5
Changsha 5
Denver 5
Haiphong 5
Indiana 5
Johannesburg 5
Leeds 5
Orta di Atella 5
San Giuseppe Vesuviano 5
Tashkent 5
Toronto 5
Ankara 4
Chicago 4
Chivasso 4
Duque de Caxias 4
Florence 4
Guarulhos 4
Juiz de Fora 4
North York 4
Palhoça 4
Poggiomarino 4
Porto Alegre 4
Totale 3.659
Nome #
Potential advantages of flow-area rating curves compared to classic stage-discharge-relations 205
THE QUALITY PROBLEM IN WATER DISTRIBUTION SYSTEM 148
Utilizzazione di modelli idrologici semi-distribuiti per l’ottimizzazione delle reti di drenaggio 148
UNA TECNICA PER IL POSIZIONAMENTO E IL DIMENSIONAMENTO DI VASCHE VOLANO A SERVIZIO DI RETI URBANE DI DRENAGGIO 144
Recenti avanzamenti nella progettazione ottimale delle reti rurali di drenaggio 135
Analisi dei fenomeni alluvionali provocati da eventuali esondazioni da alvei a carattere torrentizio e da flussi non incanalati 135
Shot noise modeling of daily streamflows: A hybrid spectral- and time-domain calibration approach 132
A SIMPLIFIED APPROACH FOR STORMWATER DRAINAGE NETWORKS SIZING 128
Exact Solution of the Dam-Break Problem for Constrictions and Obstructions in Constant Width Rectangular Channels 121
The solution of the dam-break problem in the Porous Shallow water Equations 117
A model to simulate leakage through joints in water distribution systems 116
Optimal Positioning and Sizing of Detention Tanks within Urban Drainage Networks 113
An improved numerical scheme for the approximate solution of the Parabolic Wave model 112
Multiple Solutions for the Riemann Problem in the Porous Shallow Water Equations 112
Optimal design of wastewater and rainstorm drainage networks 111
Modellazione bidimensionale di flussi iperconcentrati in moto su superfici a contorno mobile 111
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) 110
AFFIDABILITA’ COME CRITERIO PER LA PIANIFICAZIONE DEGLI INTERVENTI DI ADEGUAMENTO E DI RIABILITAZIONE DELLE RETI DI DISTRIBUZIONE IDRICA 110
Un nuovo tipo di approccio per il dimensionamento ottimale delle reti fognarie miste 109
The Effect of Geological Heterogeneity and Groundwater Table Depth on the Hydraulic Performance of Stormwater Infiltration Facilities 109
IL RECUPERO DELLA PIENA EFFICIENZA IDRAULICA DELLE RETI URBANE DI DRENAGGIO MEDIANTE IL POSIZIONAMENTO ED IL DIMENSIONAMENTO OTTIMALI DI VASCHE DI LAMINAZIONE 106
A new semi-Lagrangian routing procedure for constituent transport in steady and unsteady flow velocity fields 106
Short-term rainfall forecasting using cumulative precipitation fields from station data: a probabilistic machine learning approach 105
Una metodologia per il dimensionamento ottimale, su basi probabilistiche, delle reti rurali di drenaggio 105
A Derivative Recovery Spectral Volume model for the analysis of constituents transport in one-dimensional flows 103
One-dimensional Mathematical Modelling of Debris Flow Impact on Open-check Dams 103
A new frequency domain analytical solution of a cascade of diffusive channels for flood routing 102
Are rainfall extremes intensifying in Southern Italy? 101
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 101
Optimal design of urban drainage networks 101
A Derivative Free Non-Linear Programming Method for the Optimal Setting of PATs to Be Used in a Hybrid Genetic Algorithm: A Preliminary Work 100
Valutazione probabilistica della portata di dimensionamento di un sistema di produzione idroelettrica alimentato da un impianto a deflusso 99
Optimal design of rural drainage networks 98
Sviluppo di un modello basato sulle reti neurali artificiali per la previsione dei dati di pioggia: risultati preliminari. 97
The effect of flood-mitigation reservoir configuration on peak-discharge reduction during preliminary design 97
Analytical solutions of the linearized parabolic wave accounting for downstream boundary condition and uniform lateral inflows 97
Boundary conditions in Finite Volume schemes for the solution of the Shallow-water Equations: the non-submerged broad-crested weir 96
A Numerical Model for the Simulation of Debris Flow Triggering, Propagation and Arrest 96
The Influence of Soil Stochastic Heterogeneity and Facility Dimensions on Stormwater Infiltration Facilities Performance 95
Enhancing the efficiency of the automatic design of rural drainage network 93
One-dimensional simulation of debris-flow inception and propagation 93
Exact solution of the Linear Parabolic Approximation for flow-depth based diffusive flow routing 92
Correction to: The Effect of Geological Heterogeneity and Groundwater Table Depth on the Hydraulic Performance of Stormwater Infiltration Facilities 92
Numerical Modelling of the Hydraulic Behaviour of Stormwater Infiltration Facilities 90
A broad-crested weir boundary condition in finite volume shallow-water numerical models 89
An innovative approach for drainage network sizing 88
Optimal Location and Setting of PRVs in WDS for Leakage Minimization 87
Comparison Among Resilience and Entropy Index in the Optimal Rehabilitation of Water Distribution Networks Under Limited-Budgets 85
MODELLAZIONE BIDIMENSIONALE DI ONDE DI PIENA SU FONDO MOBILE 84
Rainfall Nowcasting Exploiting Machine-Learning Techniques: A Case Study in Southern Italy 81
PREVISIONE DELLE PORTATE E DEI TIRANTI IDRICI BASATA SULL'USO DI MODELLI PARABOLICI LINEARIZZATI 79
Flood propagation modeling with the Local Inertia Approximation: Theoretical and numerical analysis of its physical limitations 78
Novel numerical approach for 1D variable density shallow flows over uneven rigid and erodible beds 77
Leakage reduction in WDNs through optimal setting of PATs with a derivative-free optimizer 76
Reduction in water losses in water distribution systems using pressure reduction valves 75
Boosting Genetic Algorithm Performance in Pump Scheduling Problems with a Novel Decision-Variable Representation 74
Correction to: The Influence of Soil Stochastic Heterogeneity and Facility Dimensions on Stormwater Infiltration Facilities Performance 73
The analytic solution of the Shallow-Water Equations with partially open sluice-gates: the dam-break problem 72
The solution of the Riemann problem in rectangular channels with constrictions and obstructions 72
The exact solution to the Shallow water Equations Riemann problem at width jumps in rectangular channels 70
Trend of Annual Maximum Rainfall in Campania Region (Southern Italy) 70
Leaking pipes and the urban karst: a pipe scale numerical investigation on water leaks flow paths in the subsurface 70
Friction decoupling and loss of rotational invariance in 2D flooding models 69
Utility trenches: sinks or barriers? Modeling the fate of leaked water in a crowded subsurface 66
AGGIORNAMENTO SULLE PRECIPITAZIONI ESTREME IN CAMPANIA 65
Coping with geometric discontinuities in porosity-based shallow water models 64
Leakage Area Detection in Water Distribution Networks: a Two-Step Algorithm Using Limited Data 63
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 60
Optimal regulation of pumping station in water distribution networks using constant and variable speed pumps: A technical and economical comparison 60
On integral and differential porosity models for urban flooding simulation 59
OPTIMAL MANAGEMENT OF THE ARTIFICIAL RESERVOIRS FOR THE PRODUCTION OF RENEWABLE ENERGY AND THE HYDRAULIC PROTECTION OF THE TERRITORY 58
Sedimentation in Reservoirs: Evaluation of Return Periods Related to Operational Failures of Water Supply Reservoirs with Monte Carlo Simulation 58
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 57
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 56
Optimal scheduling and control of a sewer pump under stochastic inflow pattern 55
Soluzione esatta delle local inertial equations su fondo asciutto 50
A semi-analytical approach for drainage network sizing and verification 49
Updating annual rainfall maxima statistics in a data-scarce region 42
A Novel Generalized Semi-Analytical Approach for Flood Control Reservoir Design 28
Totale 7.253
Categoria #
all - tutte 22.529
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 22.529


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021124 0 0 0 0 0 0 21 34 27 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
2025/20262.237 396 258 368 306 623 156 130 0 0 0 0 0
Totale 7.253