IERVOLINO, Michele
 Distribuzione geografica
Continente #
EU - Europa 5.809
NA - Nord America 2.772
AS - Asia 1.851
SA - Sud America 400
AF - Africa 31
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 3
Totale 10.871
Nazione #
RU - Federazione Russa 3.350
US - Stati Uniti d'America 2.728
IE - Irlanda 735
SG - Singapore 677
IT - Italia 499
CN - Cina 443
BR - Brasile 353
HK - Hong Kong 348
UA - Ucraina 329
GB - Regno Unito 287
DE - Germania 230
FI - Finlandia 99
VN - Vietnam 89
SE - Svezia 71
GR - Grecia 67
KR - Corea 67
FR - Francia 57
TR - Turchia 55
IN - India 51
CA - Canada 34
ID - Indonesia 27
BE - Belgio 20
NL - Olanda 17
ES - Italia 15
BD - Bangladesh 14
AT - Austria 13
AR - Argentina 12
PL - Polonia 11
EC - Ecuador 10
IR - Iran 10
JP - Giappone 10
CL - Cile 9
PK - Pakistan 9
ZA - Sudafrica 9
PH - Filippine 8
IQ - Iraq 7
UY - Uruguay 7
MX - Messico 6
EG - Egitto 5
MA - Marocco 5
CO - Colombia 4
IL - Israele 4
KZ - Kazakistan 4
AZ - Azerbaigian 3
JO - Giordania 3
KE - Kenya 3
XK - ???statistics.table.value.countryCode.XK??? 3
AU - Australia 2
BO - Bolivia 2
LB - Libano 2
NP - Nepal 2
OM - Oman 2
PS - Palestinian Territory 2
SA - Arabia Saudita 2
TH - Thailandia 2
TT - Trinidad e Tobago 2
UZ - Uzbekistan 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AE - Emirati Arabi Uniti 1
AL - Albania 1
AM - Armenia 1
AO - Angola 1
BN - Brunei Darussalam 1
BW - Botswana 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
LV - Lettonia 1
MD - Moldavia 1
ML - Mali 1
MY - Malesia 1
NZ - Nuova Zelanda 1
PA - Panama 1
PE - Perù 1
PT - Portogallo 1
PY - Paraguay 1
RO - Romania 1
RS - Serbia 1
SC - Seychelles 1
SI - Slovenia 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
TW - Taiwan 1
VE - Venezuela 1
Totale 10.871
Città #
Moscow 1.202
Dublin 734
Jacksonville 505
Santa Clara 446
Chandler 361
Hong Kong 344
Singapore 252
Ann Arbor 123
Bremen 102
New York 100
Princeton 96
Roxbury 85
Beijing 73
Caserta 68
Seoul 61
Ashburn 58
Medford 58
Napoli 54
Hefei 52
Dallas 47
Naples 47
Boardman 45
Woodbridge 45
Wilmington 41
Cambridge 39
The Dalles 38
Ho Chi Minh City 37
São Paulo 37
Bengaluru 27
Des Moines 24
Hanoi 23
Nanjing 23
Los Angeles 21
Milan 20
Rome 17
Aversa 16
Brussels 16
San Mateo 16
Sant'antimo 14
Düsseldorf 13
Helsinki 13
Auburn Hills 11
Jakarta 11
Shanghai 11
Falkenstein 10
Munich 10
Nuremberg 10
Ottawa 10
Bandung 9
Jinan 9
Mountain View 9
Norwalk 9
Phoenix 9
Bari 8
Rio de Janeiro 8
San Jose del Monte 8
Afragola 7
Amsterdam 7
Frankfurt am Main 7
Madrid 7
Nanchang 7
Parma 7
Porto Alegre 7
Quito 7
Redwood City 7
Seattle 7
Brasília 6
Campinas 6
Chennai 6
Council Bluffs 6
Guangzhou 6
Kunming 6
San Giorgio La Molara 6
Santiago 6
Tianjin 6
Vienna 6
Atlanta 5
Bexley 5
Charlotte 5
Curitiba 5
Imola 5
Johannesburg 5
Montevideo 5
Montreal 5
Ningbo 5
Pune 5
Salerno 5
Salvador 5
Santa Maria Capua Vetere 5
Toronto 5
Baghdad 4
Banff 4
Belo Horizonte 4
Bologna 4
Boston 4
Brooklyn 4
Cagliari 4
Columbus 4
Da Nang 4
Dong Ket 4
Totale 5.775
Nome #
Flood hazard assessment: comparison of 1D and 2D hydraulic models 168
Caratterizzazione della legge di perdita e di domanda in una rete di distribuzione idrica 162
A genetic algorithm for demand pattern and leakage estimation in a water distribution network 162
"Smart identification system of surface water contamination by an innovative biosensor network" 161
Analisi degli effetti della distrettualizzazione sull’efficienza di una rete di distribuzione idrica 159
Hydraulic-Hydrologic Invariance effectiveness of SuDS techniques: Italian case study 157
A Comparative Performance Evaluation of Advanced Energy Storage Technologies and Systems 145
La tecnologia di accrescimento minerale come soluzione alternativa sostenibile alla dismissione di piattaforme offshore oil&gas 145
A two-phase model for sediment transport and bed evolution in unsteady river flow 141
2D Modeling of Unsteady Morphodynamical Processes 130
Controllo differenziato delle pressioni per la riduzione delle perdite in una rete idrica distrettualizzata 128
Confronto tra modelli 1-d e 2-d alla luce del decreto legislativo 49/2010 124
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 123
TWO-PHASE DEPTH-INTEGRATED MODEL FOR UNSTEADY RIVER FLOW 121
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 121
A Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 120
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 120
The role of bed-load thickness closure in a two-phase morphodynamical model 119
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 118
Impact Forces of a Supercritical Flow of a Shear Thinning Slurry Against an Obstacle 118
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 117
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 115
Discussion of “Divergence Form for Bed Slope Source Term in Shallow Water Equations” by Alessandro Valiani and Lorenzo Begnudelli 114
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 114
2D-H Numerical Simulation of Dam-Break Flow on Mobile Bed with Sudden Enlargement 113
Modelli di trasporto solido nella simulazione della rimozione di un rilevato in materiali sciolti 113
2DH numerical simulation of breach evolution in an earth dam 112
A two-phase model for fast geomorphic shallow flows 112
“Le falde sotterranee nel territorio giuglianese. Uno studio preliminare”. A cura di Dino Musmarra 111
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 109
Nickpoint migration process: experimental and numerical approaches 107
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 105
Pulsating Flow of an Ostwald—de Waele Fluid between Parallel Plates 104
Some Remarks on a Morphodynamic Model for Gravel Bed Streams 102
A comparative assessment of rheological laws for mud flows 100
A two-phase model for sediment transport in river flow 99
Applicability of Kinematic model for mud-flows: an unsteady analysis 99
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 98
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 97
On the boundary conditions assignment for a five-equation morphodynamical model 97
Bed transport dynamics in unsteady conditions 97
Suitability of 1D models for hydraulic hazard assessment on meandering floodplains 97
Numerical algorithm compared with analytic solution to solve an inverse problem of contamination source in a river 97
Wave propagation in linearized shallow flows of power-law fluids 97
Convolution integral vs. finite difference for the inverse problem of detection of a contamination source in rivers. Desalination and Water Treatment 97
Trasporto solido di fondo in condizioni non stazionarie: modellazione monodimensionale 96
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 96
Simplified wave models applicability to shallow mud flows modeled as power-law fluids. 95
Behaviour of a small disturbance in a mobile bed stream 95
Un modello bidimensionale per il trasporto di fondo 95
Sulla individuazione delle corrette condizioni al contorno per i modelli dinamici di trasporto solido 1-D 95
Comparison among different entrainment/deposition functions in the simulation of a 1D dam-break 94
Distribuzioni di velocità in dissipatori a rislato non rigurgitati 94
Roll-waves prediction in dense granular flows 93
Development of roll-waves in power-law fluids with non-uniform initial conditions 91
Inlet effects on roll-wave development in shallow turbulent open-channel flows 91
Two-phase modelling of total sediment load in fast geomorphic transients 90
Linear stability analysis of a 1-D morphological model with dynamical description of bed-load transport 89
The effect of selected SuDS on the tailwater urban drainage system: preliminary results 88
Effetto della scabrezza relativa nell'evoluzione delle roll waves 88
Minimum channel length for roll wave generation 86
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 86
Diffusive approximation for unsteady mud flows with backwater effect 85
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 85
Instabilities of a power–law film over an inclined permeable plane: a two–sided model 85
Experimental investigation of embankment erosion during fast geomorphic processes 85
Distrettualizzazione della rete idrica del quartiere di Monterusciello 2 in Pozzuoli: il progetto europeo HYDRANET e la realizzazione del sito pilota 84
Some remarks on a morphodynamical model for gravel bed streams 84
Linear analysis of 1-D flow on movable bed 83
Boundary conditions effect on linearized mud-flow shallow model 83
Waves Dynamics in a Linearized Mud-Flow Shallow Model 82
Assessment of river embankments security: A case study 82
Demand Pattern and Leakage Identification in Water Distribution Networks 81
On the applicability of minimum channel length criterion for roll-waves in mud-flows 81
A Topological Algorithm for Sectorization of Water Distribution Networks 81
Numerical simulation of dam break on an erodible bed with a step 80
Numerical Simulation of lateral dike breaching due to overtopping 80
Numerical simulation of mud-flows impacting structures 80
Dynamic impact of shear thickening power law fluids against a rigid wall 79
Dam-break waves over an erodible embankment: experiments and simulations 79
Simulazione di dam break su letto mobile con brusco allargamento del canale 78
On the stability of gradually varying mud-flows in open channels 77
Un modello dinamico per il trasporto di sedimenti in moto vario 77
Pulsating Flow through Porous Media 76
Moti di filtrazione pulsanti in regime non-darciani 76
Numerical simulation of 2D dam break on mobile bed 76
Numerical simulation of fast water waves on an erodible slope 76
Regolazione delle pressioni in una rete distrettualizzata mediante algoritmi genetici 75
Numerical simulation of dam break on erodible bed 75
Use of Simplified Wave Models in Shallow Unsteady Flows of Power Law Fluids 75
Modellazione bifase del trasporto solido totale durante transitori morfodinamici rapidi 75
Harvest energy from water distribution networks for plug-in electric vehicle charging 75
Detection of pointwise impulsive contaminations in rivers by a moment-based inverse method 74
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 74
Considerazioni sulla erosione al fondo in alvei mobili 74
Distribuzioni di velocità in dissipatori a risalto non rigurgitati 74
Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows 72
Applicability of Diffusive model for mud-flows: An unsteady analysis 72
Modelling the impact of a dam‐break wave on a vertical wall 70
Flow patterns in a supercritical vortex drop shaft 70
Totale 9.897
Categoria #
all - tutte 38.099
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 38.099


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021424 0 0 0 0 0 8 103 82 9 105 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
2025/20264.701 225 171 267 365 543 3.130 0 0 0 0 0 0
Totale 11.044