IRIS
VACCA, Andrea
 Distribuzione geografica
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Continente #
EU - Europa 6.584
NA - Nord America 3.586
AS - Asia 2.157
SA - Sud America 408
AF - Africa 31
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 12.771
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Nazione #
RU - Federazione Russa 4.083
US - Stati Uniti d'America 3.503
IE - Irlanda 853
SG - Singapore 775
CN - Cina 497
UA - Ucraina 399
BR - Brasile 358
HK - Hong Kong 358
GB - Regno Unito 311
IT - Italia 258
DE - Germania 248
VN - Vietnam 198
FI - Finlandia 108
SE - Svezia 97
TR - Turchia 83
FR - Francia 81
GR - Grecia 76
CA - Canada 64
IN - India 58
KR - Corea 50
JP - Giappone 24
BD - Bangladesh 21
ID - Indonesia 21
BE - Belgio 20
NL - Olanda 17
AR - Argentina 14
IQ - Iraq 13
MX - Messico 11
PK - Pakistan 10
ZA - Sudafrica 10
CL - Cile 9
ES - Italia 9
EC - Ecuador 8
IL - Israele 7
NP - Nepal 7
PL - Polonia 7
UY - Uruguay 6
AT - Austria 5
CO - Colombia 5
MA - Marocco 5
EG - Egitto 4
IR - Iran 4
LB - Libano 4
SA - Arabia Saudita 4
KZ - Kazakistan 3
TN - Tunisia 3
TT - Trinidad e Tobago 3
UZ - Uzbekistan 3
VE - Venezuela 3
AE - Emirati Arabi Uniti 2
AU - Australia 2
CZ - Repubblica Ceca 2
HR - Croazia 2
JO - Giordania 2
KE - Kenya 2
MD - Moldavia 2
OM - Oman 2
PE - Perù 2
PH - Filippine 2
PR - Porto Rico 2
PY - Paraguay 2
TH - Thailandia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AG - Antigua e Barbuda 1
AL - Albania 1
AO - Angola 1
AZ - Azerbaigian 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
CH - Svizzera 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
ET - Etiopia 1
EU - Europa 1
GA - Gabon 1
KG - Kirghizistan 1
KH - Cambogia 1
LT - Lituania 1
ML - Mali 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
RO - Romania 1
RS - Serbia 1
SC - Seychelles 1
Totale 12.771
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Città #
Moscow 1.473
Dublin 851
Jacksonville 611
Santa Clara 479
Chandler 426
Hong Kong 355
Singapore 316
San Jose 225
Ashburn 122
Bremen 113
Princeton 113
Ann Arbor 107
Roxbury 89
Beijing 83
New York 80
Medford 73
Ho Chi Minh City 67
Mountain View 56
Hanoi 50
Wilmington 49
Cambridge 48
Caserta 47
Seoul 46
Woodbridge 46
Dallas 44
Napoli 43
The Dalles 41
Boardman 33
Hefei 33
Nanjing 30
Ottawa 29
São Paulo 27
Des Moines 26
Jinan 26
San Mateo 26
Los Angeles 21
Orem 21
Bengaluru 19
Da Nang 18
Brussels 17
Naples 15
Memphis 14
Montreal 14
Rio de Janeiro 14
Chennai 11
Seattle 11
Council Bluffs 10
Düsseldorf 10
Helsinki 10
Sant'antimo 10
Tokyo 10
Auburn Hills 9
Guangzhou 9
Jakarta 9
Atlanta 8
Belo Horizonte 8
Houston 8
Baghdad 7
Curitiba 7
Falkenstein 7
Kunming 7
Milan 7
Munich 7
Nanchang 7
Porto Alegre 7
Amsterdam 6
Banff 6
Boston 6
Brooklyn 6
Chicago 6
Haiphong 6
Hangzhou 6
Nuremberg 6
Tianjin 6
Denver 5
Frankfurt am Main 5
Hebei 5
Jiaxing 5
Mumbai 5
Ningbo 5
Norwalk 5
Phoenix 5
Phủ Lý 5
Santiago 5
Shenyang 5
Taizhou 5
Bandung 4
Bari 4
Belém 4
Brasília 4
Cagliari 4
Charlotte 4
Dong Ket 4
Haikou 4
Hanover 4
Hải Dương 4
Jeddah 4
Johannesburg 4
Karachi 4
Montevideo 4
Totale 6.785
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Nome #
A 2D Chebyshev Collocated Multi-Domain Algorithm for the Incompressible Navier-Stokes Equations 170
A two-phase model for sediment transport and bed evolution in unsteady river flow 162
A Chebyshev Collocated Algorithm for the Solution of Incompressible 2-D Navier-Stokes Equations 155
A Potential Formulation on Non-Linear Model of Flow through Anisotropic Porous Media 150
A Spectral Algorithm for the Numerical Simulation of Turbulent Flows over Complex Geometries 147
2D Modeling of Unsteady Morphodynamical Processes 147
Osservazioni a valle di un bacino di dissipazione in depressione 147
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 143
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 143
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 142
Resistance Reduction in Pulsating Turbulent Pipe Flows 140
A Parallel Implementation of a Spectral Multi-Domain Solver for Incompressible Navier-Stokes Equations 139
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 139
A Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 138
Impact Forces of a Supercritical Flow of a Shear Thinning Slurry Against an Obstacle 137
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 133
The role of bed-load thickness closure in a two-phase morphodynamical model 133
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 130
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 129
A two-phase model for fast geomorphic shallow flows 128
DISCUSSION OF "Influence of turbulence on bed load sediment transport" 127
A Minmax Formulation of Nonlinear Seepage Flow Problem 127
A Parallel Spectral Multi-Domain Solver Suitable for DNS and LES Numerical Simulation of Incompressible Flows 123
Metodi Spettrali per la Soluzione delle Equazioni Navier-Stokes per Fluidi Incomprimibili in Geometrie Complesse 123
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 123
A Variational Approach to the Analysis of Fluid Distribution Networks in Steady State of Flow 122
Some Remarks on a Morphodynamic Model for Gravel Bed Streams 122
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 121
Un metodo inverso per la misura di umidità nel suolo con la TDR 120
Pulsating Flow of an Ostwald—de Waele Fluid between Parallel Plates 120
A New Multi-Domain Algorithm for the Spectral Solution of the Incompressible Navier-Stokes Equations 119
Artificial Compressibility and Chebyshev Collocated method for solving Navier-Stokes Equations 115
A two-phase model for sediment transport in river flow 115
Discussion of “Influence of Turbulence on Bed Load Sediment Transport”. Journal of Hydraulic Engineering (by B. Mutlu Sumer, Lloyd H. C. Chua, N. S. Cheng, and Jørgen Fredsøe) 114
Torque Reduction in Taylor-Couette Flows Subject to an Axial Pressure Gradient 114
Simplified wave models applicability to shallow mud flows modeled as power-law fluids. 113
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 113
Hydraulic design of stilling basins in steep channels 113
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 113
Wave propagation in linearized shallow flows of power-law fluids 113
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 112
Development of a 2-D Pseudo-Spectral Algorithm for the Incompressible Navier-Stokes Equations 112
Metodi Pratici per la Perimetrazione dell'aree a Rischio di Colate Fangose 112
Roll-waves prediction in dense granular flows 111
Development of roll-waves in power-law fluids with non-uniform initial conditions 111
Distribuzioni di velocità in dissipatori a rislato non rigurgitati 110
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 1. Time-averaged analysis 109
Applicability of Kinematic model for mud-flows: an unsteady analysis 109
Effetto della scabrezza relativa nell'evoluzione delle roll waves 108
On the boundary conditions assignment for a five-equation morphodynamical model 108
Un Procedimento per la Soluzione delle Equazioni di Trasporto in Geometrie Complesse 108
Sull'Insorgere di Fenomeni Alternativi in un Risalto Idraulico 108
Modelling the impact of a dam‐break wave on a vertical wall 107
Linear stability analysis of a 1-D morphological model with dynamical description of bed-load transport 107
Chebyshev Collocation Method and Multi-Domain Decomposition for the Incompressible Navier-Stokes Equations 107
B-Jump at Positive Step of a Stilling Basin 107
Osservazioni Sperimentali in un Bacino in Depressione 107
Two-phase modelling of total sediment load in fast geomorphic transients 107
Diffusive approximation for unsteady mud flows with backwater effect 106
Pulsating Turbulent Pipe Flow 106
Un modello per la simulazione dei campi di moto bidimensionali in presenza di onde a fronte ripido 105
Boundary conditions effect on linearized mud-flow shallow model 105
On the Formation of Taylor Vortices in Annular Seals of Hydraulic Machines 104
Sulla individuazione delle corrette condizioni al contorno per i modelli dinamici di trasporto solido 1-D 104
Fenomeni di Distacco di Vena a valle di un Bacino di Dissipazione in Depressione 103
Inlet effects on roll-wave development in shallow turbulent open-channel flows 103
Modello concettuale per l’analisi idrologica ed idraulica di sistemi di collettamento comprensoriali 102
Minimum channel length for roll wave generation 101
Waves Dynamics in a Linearized Mud-Flow Shallow Model 101
Direct Numerical Simulation of Turbulent Pipe Flow 100
On the applicability of minimum channel length criterion for roll-waves in mud-flows 99
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 99
Spectral Dynamics of Pulsating Turbulent Pipe Flow 98
An Efficient Method for the Solution of the Incompressible Navier--Stokes Equations in Cylindrical Geometries 98
Effects of the Transverse Curvature on the Statistics of Fully Developed Turbulent Flow in an Annular Pipe 98
Dynamic impact of shear thickening power law fluids against a rigid wall 97
On the Non-Linear Problem of Fluid Distribution Networks in Quasi-Steady Condition of Flow 97
Near wall anisotropy changes in pulsating turbulent pipe flow 97
Experimental investigation of embankment erosion during fast geomorphic processes 97
Pulsating Pipe Flow with Large Amplitude Oscillations in the Very High Frequency Regime. Part II: Phase–Averaged Analysis 96
Linear analysis of 1-D flow on movable bed 96
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 96
Numerical Simulation of lateral dike breaching due to overtopping 96
Some remarks on a morphodynamical model for gravel bed streams 95
Dispersive Effects on Linear Stability of St. Venant Flow Model 95
Condizioni Limite di Funzionamento di bacini di dissipazione in Depressione non Rigurgitati 95
On the stability of gradually varying mud-flows in open channels 94
Large Eddy Simulation of Turbulent Annular Flows 94
Numerical simulation of fast water waves on an erodible slope 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
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 93
On the Uniqueness of the Solution to the Direct non Linear Problem of Physical Networks 93
Simulazione di Campi di Moto Turbolento con Tecniche di Multidominio 93
Time Varying Characteristics of First and Second Order Moments of Pulsating Turbulent Pipe Flow 93
Dam-break waves over an erodible embankment: experiments and simulations 93
Scaling Properties of Turbulent Pipe Flow at Low Reynolds Number 92
Preconditioned spectral multi-domain discretization of the incompressible Navier-Stokes equations 90
Harvest energy from water distribution networks for plug-in electric vehicle charging 90
Moti di filtrazione pulsanti in regime non-darciani 89
Totale 11.267
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Categoria #
all - tutte 44.188
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 44.188
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202123 0 0 0 0 0 0 0 0 0 0 0 23
2021/2022628 31 2 4 12 253 7 8 17 23 9 43 219
2022/20231.659 148 57 10 120 223 100 4 109 811 8 38 31
2023/2024570 54 15 19 29 201 70 11 38 4 7 36 86
2024/20251.451 4 15 20 36 250 251 231 111 207 137 120 69
2025/20266.203 183 144 217 335 492 3.815 301 175 213 189 133 6
Totale 12.895