IRIS
IERVOLINO, Michele
 Distribuzione geografica
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Continente #
EU - Europa 6.716
NA - Nord America 3.283
AS - Asia 2.202
SA - Sud America 434
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 3
Totale 12.680
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Nazione #
RU - Federazione Russa 4.182
US - Stati Uniti d'America 3.217
SG - Singapore 762
IE - Irlanda 735
IT - Italia 524
CN - Cina 500
BR - Brasile 377
HK - Hong Kong 357
UA - Ucraina 329
GB - Regno Unito 305
VN - Vietnam 236
DE - Germania 232
FI - Finlandia 99
FR - Francia 74
SE - Svezia 74
IN - India 71
GR - Grecia 67
KR - Corea 67
TR - Turchia 56
CA - Canada 44
ID - Indonesia 28
NL - Olanda 22
BE - Belgio 20
BD - Bangladesh 19
ES - Italia 17
JP - Giappone 17
IQ - Iraq 15
MX - Messico 15
AR - Argentina 13
AT - Austria 13
EC - Ecuador 12
PL - Polonia 12
ZA - Sudafrica 11
CL - Cile 10
IR - Iran 10
PH - Filippine 9
PK - Pakistan 9
UY - Uruguay 7
CO - Colombia 6
MA - Marocco 6
NP - Nepal 6
EG - Egitto 5
IL - Israele 4
KZ - Kazakistan 4
SA - Arabia Saudita 4
TN - Tunisia 4
AZ - Azerbaigian 3
BO - Bolivia 3
JO - Giordania 3
KE - Kenya 3
TH - Thailandia 3
TT - Trinidad e Tobago 3
UZ - Uzbekistan 3
VE - Venezuela 3
XK - ???statistics.table.value.countryCode.XK??? 3
AU - Australia 2
LB - Libano 2
MY - Malesia 2
OM - Oman 2
PS - Palestinian Territory 2
PY - Paraguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AG - Antigua e Barbuda 1
AL - Albania 1
AM - Armenia 1
AO - Angola 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BW - Botswana 1
BY - Bielorussia 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
ET - Etiopia 1
EU - Europa 1
GA - Gabon 1
HR - Croazia 1
KG - Kirghizistan 1
KH - Cambogia 1
LT - Lituania 1
LV - Lettonia 1
MD - Moldavia 1
ML - Mali 1
NZ - Nuova Zelanda 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
PT - Portogallo 1
RO - Romania 1
RS - Serbia 1
SC - Seychelles 1
SI - Slovenia 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TW - Taiwan 1
Totale 12.680
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Città #
Moscow 1.500
Dublin 734
Jacksonville 505
Santa Clara 455
Chandler 361
Hong Kong 350
Singapore 324
San Jose 216
Ashburn 128
Ann Arbor 123
New York 106
Bremen 102
Princeton 96
Roxbury 85
Ho Chi Minh City 82
Beijing 76
Caserta 68
Seoul 61
Hanoi 60
Medford 58
Napoli 54
Hefei 52
Dallas 49
Naples 47
Boardman 46
Woodbridge 45
Wilmington 41
São Paulo 40
Cambridge 39
The Dalles 38
Orem 32
Bengaluru 27
Los Angeles 26
Des Moines 24
Nanjing 23
Milan 22
Da Nang 19
Rome 18
Aversa 16
Brussels 16
San Mateo 16
Chennai 15
Sant'antimo 14
Düsseldorf 13
Helsinki 13
Amsterdam 11
Auburn Hills 11
Jakarta 11
Montreal 11
Phoenix 11
Shanghai 11
Falkenstein 10
Munich 10
Nuremberg 10
Ottawa 10
Tokyo 10
Atlanta 9
Bandung 9
Bari 9
Jinan 9
Mountain View 9
Norwalk 9
Haiphong 8
Rio de Janeiro 8
San Jose del Monte 8
Afragola 7
Baghdad 7
Council Bluffs 7
Frankfurt am Main 7
London 7
Madrid 7
Nanchang 7
Parma 7
Porto Alegre 7
Quito 7
Redwood City 7
Seattle 7
Brasília 6
Campinas 6
Charlotte 6
Denver 6
Greenwich 6
Guangzhou 6
Houston 6
Johannesburg 6
Kunming 6
Manchester 6
San Giorgio La Molara 6
Santiago 6
Tianjin 6
Vienna 6
Belo Horizonte 5
Bexley 5
Boston 5
Brooklyn 5
Curitiba 5
Hải Dương 5
Imola 5
Montevideo 5
Ningbo 5
Totale 6.642
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Nome #
Flood hazard assessment: comparison of 1D and 2D hydraulic models 192
A genetic algorithm for demand pattern and leakage estimation in a water distribution network 184
A Comparative Performance Evaluation of Advanced Energy Storage Technologies and Systems 182
"Smart identification system of surface water contamination by an innovative biosensor network" 179
Caratterizzazione della legge di perdita e di domanda in una rete di distribuzione idrica 178
Hydraulic-Hydrologic Invariance effectiveness of SuDS techniques: Italian case study 177
Analisi degli effetti della distrettualizzazione sull’efficienza di una rete di distribuzione idrica 177
La tecnologia di accrescimento minerale come soluzione alternativa sostenibile alla dismissione di piattaforme offshore oil&gas 165
A two-phase model for sediment transport and bed evolution in unsteady river flow 159
2D Modeling of Unsteady Morphodynamical Processes 145
Confronto tra modelli 1-d e 2-d alla luce del decreto legislativo 49/2010 143
Controllo differenziato delle pressioni per la riduzione delle perdite in una rete idrica distrettualizzata 143
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 140
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 140
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 139
A Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 137
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 137
Impact Forces of a Supercritical Flow of a Shear Thinning Slurry Against an Obstacle 136
TWO-PHASE DEPTH-INTEGRATED MODEL FOR UNSTEADY RIVER FLOW 135
Discussion of “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli 132
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 132
The role of bed-load thickness closure in a two-phase morphodynamical model 132
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 129
“Le falde sotterranee nel territorio giuglianese. Uno studio preliminare”. A cura di Dino Musmarra 128
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 128
2D-H Numerical Simulation of Dam-Break Flow on Mobile Bed with Sudden Enlargement 126
Modelli di trasporto solido nella simulazione della rimozione di un rilevato in materiali sciolti 125
2DH numerical simulation of breach evolution in an earth dam 125
A two-phase model for fast geomorphic shallow flows 125
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 121
Suitability of 1D models for hydraulic hazard assessment on meandering floodplains 121
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 121
Pulsating Flow of an Ostwald—de Waele Fluid between Parallel Plates 119
Some Remarks on a Morphodynamic Model for Gravel Bed Streams 118
Nickpoint migration process: experimental and numerical approaches 117
The effect of selected SuDS on the tailwater urban drainage system: preliminary results 115
A comparative assessment of rheological laws for mud flows 113
Numerical algorithm compared with analytic solution to solve an inverse problem of contamination source in a river 113
Convolution integral vs. finite difference for the inverse problem of detection of a contamination source in rivers. Desalination and Water Treatment 113
A two-phase model for sediment transport in river flow 112
Simplified wave models applicability to shallow mud flows modeled as power-law fluids. 111
Discussion of “Boundary conditions in a two-layer geomorphological model. Application to a hydraulic jump over a mobile bed” by Céline Savary e Yves Zech 111
Un modello bidimensionale per il trasporto di fondo 111
Bed transport dynamics in unsteady conditions 111
Wave propagation in linearized shallow flows of power-law fluids 111
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 110
Development of roll-waves in power-law fluids with non-uniform initial conditions 110
Distribuzioni di velocità in dissipatori a rislato non rigurgitati 109
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 109
Roll-waves prediction in dense granular flows 108
Behaviour of a small disturbance in a mobile bed stream 108
Effetto della scabrezza relativa nell'evoluzione delle roll waves 108
On the boundary conditions assignment for a five-equation morphodynamical model 108
Two-phase modelling of total sediment load in fast geomorphic transients 107
Applicability of Kinematic model for mud-flows: an unsteady analysis 107
Comparison among different entrainment/deposition functions in the simulation of a 1D dam-break 106
Linear stability analysis of a 1-D morphological model with dynamical description of bed-load transport 105
Trasporto solido di fondo in condizioni non stazionarie: modellazione monodimensionale 105
Sulla individuazione delle corrette condizioni al contorno per i modelli dinamici di trasporto solido 1-D 104
Diffusive approximation for unsteady mud flows with backwater effect 103
Modelling the impact of a dam‐break wave on a vertical wall 102
Distrettualizzazione della rete idrica del quartiere di Monterusciello 2 in Pozzuoli: il progetto europeo HYDRANET e la realizzazione del sito pilota 102
Boundary conditions effect on linearized mud-flow shallow model 102
Inlet effects on roll-wave development in shallow turbulent open-channel flows 102
Minimum channel length for roll wave generation 99
On the applicability of minimum channel length criterion for roll-waves in mud-flows 99
Waves Dynamics in a Linearized Mud-Flow Shallow Model 99
A Topological Algorithm for Sectorization of Water Distribution Networks 99
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 98
Experimental investigation of embankment erosion during fast geomorphic processes 97
Assessment of river embankments security: A case study 97
Dynamic impact of shear thickening power law fluids against a rigid wall 96
Numerical Simulation of lateral dike breaching due to overtopping 95
Considerazioni sulla erosione al fondo in alvei mobili 94
Some remarks on a morphodynamical model for gravel bed streams 94
Linear analysis of 1-D flow on movable bed 94
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 94
Instabilities of a power–law film over an inclined permeable plane: a two–sided model 94
Numerical simulation of mud-flows impacting structures 94
On the stability of gradually varying mud-flows in open channels 93
Demand Pattern and Leakage Identification in Water Distribution Networks 93
Numerical simulation of dam break on an erodible bed with a step 93
Numerical simulation of fast water waves on an erodible slope 93
Numerical study on a supercritical vortex drop shaft with a spiral inlet 92
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 92
Dam-break waves over an erodible embankment: experiments and simulations 92
Hydraulic and Hydrologic Invariance: Effectiveness of Green Roofs and Permeable Pavements 91
Regolazione delle pressioni in una rete distrettualizzata mediante algoritmi genetici 90
Harvest energy from water distribution networks for plug-in electric vehicle charging 90
Flow patterns in a supercritical vortex drop shaft 89
Simulazione di dam break su letto mobile con brusco allargamento del canale 89
Numerical simulation of 2D dam break on mobile bed 89
Modellazione bifase del trasporto solido totale durante transitori morfodinamici rapidi 89
Use of Simplified Wave Models in Shallow Unsteady Flows of Power Law Fluids 88
Moti di filtrazione pulsanti in regime non-darciani 87
Distribuzioni di velocità in dissipatori a risalto non rigurgitati 87
Numerical simulation of dam break on erodible bed 87
Un modello dinamico per il trasporto di sedimenti in moto vario 86
Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows 86
Applicability of Diffusive model for mud-flows: An unsteady analysis 86
Totale 11.448
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Categoria #
all - tutte 41.449
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 41.449
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021222 0 0 0 0 0 0 0 0 0 105 98 19
2021/2022615 36 3 5 14 223 20 10 17 22 9 60 196
2022/20231.409 125 59 15 103 185 86 2 81 683 5 37 28
2023/2024603 45 21 18 33 181 102 17 29 11 8 40 98
2024/20251.588 12 32 33 54 244 243 258 119 211 157 138 87
2025/20266.510 225 171 267 365 543 3.913 340 269 232 185 0 0
Totale 12.853