IRIS
VACCA, Andrea
 Distribuzione geografica
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Continente #
EU - Europa 6.427
NA - Nord America 3.057
AS - Asia 1.832
SA - Sud America 383
AF - Africa 28
OC - Oceania 3
Continente sconosciuto - Info sul continente non disponibili 2
Totale 11.732
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Nazione #
RU - Federazione Russa 3.981
US - Stati Uniti d'America 2.997
IE - Irlanda 852
SG - Singapore 683
CN - Cina 445
UA - Ucraina 399
HK - Hong Kong 347
BR - Brasile 341
GB - Regno Unito 304
DE - Germania 243
IT - Italia 242
FI - Finlandia 108
SE - Svezia 96
TR - Turchia 81
VN - Vietnam 78
GR - Grecia 76
FR - Francia 64
CA - Canada 54
KR - Corea 50
IN - India 39
BE - Belgio 20
ID - Indonesia 20
JP - Giappone 18
BD - Bangladesh 16
AR - Argentina 13
NL - Olanda 12
PK - Pakistan 9
ZA - Sudafrica 9
CL - Cile 8
ES - Italia 7
IL - Israele 7
PL - Polonia 7
EC - Ecuador 6
IQ - Iraq 6
UY - Uruguay 6
AT - Austria 5
MA - Marocco 5
CO - Colombia 4
EG - Egitto 4
IR - Iran 4
LB - Libano 4
KZ - Kazakistan 3
MX - Messico 3
SA - Arabia Saudita 3
UZ - Uzbekistan 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
NP - Nepal 2
OM - Oman 2
PE - Perù 2
VE - Venezuela 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
AO - Angola 1
AZ - Azerbaigian 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BW - Botswana 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
PY - Paraguay 1
RO - Romania 1
RS - Serbia 1
SC - Seychelles 1
TH - Thailandia 1
TN - Tunisia 1
TT - Trinidad e Tobago 1
Totale 11.732
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Città #
Moscow 1.416
Dublin 851
Jacksonville 610
Santa Clara 472
Chandler 426
Hong Kong 347
Singapore 254
Bremen 113
Princeton 113
Ann Arbor 107
Roxbury 89
Beijing 79
Medford 73
New York 69
Ashburn 61
Mountain View 56
Wilmington 49
Cambridge 48
Caserta 47
Seoul 46
Woodbridge 46
Napoli 43
The Dalles 41
Dallas 39
Boardman 33
Hefei 33
Ho Chi Minh City 30
Nanjing 30
Ottawa 28
Des Moines 26
Jinan 26
San Mateo 26
São Paulo 25
Bengaluru 19
Hanoi 19
Brussels 17
Naples 15
Los Angeles 14
Rio de Janeiro 14
Seattle 11
Düsseldorf 10
Helsinki 10
Sant'antimo 10
Auburn Hills 9
Council Bluffs 9
Guangzhou 9
Jakarta 9
Montreal 8
Curitiba 7
Falkenstein 7
Kunming 7
Milan 7
Munich 7
Nanchang 7
Porto Alegre 7
Banff 6
Belo Horizonte 6
Da Nang 6
Hangzhou 6
Houston 6
Nuremberg 6
San Jose 6
Tianjin 6
Boston 5
Chennai 5
Hebei 5
Jiaxing 5
Ningbo 5
Norwalk 5
Santiago 5
Shenyang 5
Taizhou 5
Tokyo 5
Baghdad 4
Bandung 4
Bari 4
Belém 4
Brasília 4
Cagliari 4
Dong Ket 4
Haikou 4
Hanover 4
Johannesburg 4
Karachi 4
Montevideo 4
Praia Grande 4
Redwood City 4
Ribeirão das Neves 4
Santo André 4
Seregno 4
São Gonçalo 4
Amsterdam 3
Atlanta 3
Brooklyn 3
Cairo 3
Campinas 3
Casablanca 3
Charlotte 3
Chicago 3
Dhaka 3
Totale 6.181
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Nome #
A 2D Chebyshev Collocated Multi-Domain Algorithm for the Incompressible Navier-Stokes Equations 159
A two-phase model for sediment transport and bed evolution in unsteady river flow 148
A Chebyshev Collocated Algorithm for the Solution of Incompressible 2-D Navier-Stokes Equations 141
Osservazioni a valle di un bacino di dissipazione in depressione 141
A Potential Formulation on Non-Linear Model of Flow through Anisotropic Porous Media 138
2D Modeling of Unsteady Morphodynamical Processes 137
Resistance Reduction in Pulsating Turbulent Pipe Flows 132
A Spectral Algorithm for the Numerical Simulation of Turbulent Flows over Complex Geometries 132
A Parallel Implementation of a Spectral Multi-Domain Solver for Incompressible Navier-Stokes Equations 130
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 130
A TVD Finite Volume Method for Shallow Flows of Power-Law Fluids 127
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 127
The role of bed-load thickness closure in a two-phase morphodynamical model 126
A Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 125
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 125
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 125
Impact Forces of a Supercritical Flow of a Shear Thinning Slurry Against an Obstacle 124
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 123
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 121
A two-phase model for fast geomorphic shallow flows 118
A Variational Approach to the Analysis of Fluid Distribution Networks in Steady State of Flow 117
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 117
A Minmax Formulation of Nonlinear Seepage Flow Problem 115
Un metodo inverso per la misura di umidità nel suolo con la TDR 115
DISCUSSION OF "Influence of turbulence on bed load sediment transport" 114
A Parallel Spectral Multi-Domain Solver Suitable for DNS and LES Numerical Simulation of Incompressible Flows 113
Metodi Spettrali per la Soluzione delle Equazioni Navier-Stokes per Fluidi Incomprimibili in Geometrie Complesse 113
Pulsating Flow of an Ostwald—de Waele Fluid between Parallel Plates 112
A New Multi-Domain Algorithm for the Spectral Solution of the Incompressible Navier-Stokes Equations 111
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 111
Artificial Compressibility and Chebyshev Collocated method for solving Navier-Stokes Equations 110
Some Remarks on a Morphodynamic Model for Gravel Bed Streams 108
Hydraulic design of stilling basins in steep channels 107
Development of a 2-D Pseudo-Spectral Algorithm for the Incompressible Navier-Stokes Equations 105
Wave propagation in linearized shallow flows of power-law fluids 105
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) 104
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 104
On the boundary conditions assignment for a five-equation morphodynamical model 104
Pulsating Turbulent Pipe Flow 104
A two-phase model for sediment transport in river flow 104
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 103
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 1. Time-averaged analysis 103
Sull'Insorgere di Fenomeni Alternativi in un Risalto Idraulico 103
Applicability of Kinematic model for mud-flows: an unsteady analysis 103
Simplified wave models applicability to shallow mud flows modeled as power-law fluids. 102
Chebyshev Collocation Method and Multi-Domain Decomposition for the Incompressible Navier-Stokes Equations 102
B-Jump at Positive Step of a Stilling Basin 102
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 102
Sulla individuazione delle corrette condizioni al contorno per i modelli dinamici di trasporto solido 1-D 101
Distribuzioni di velocità in dissipatori a rislato non rigurgitati 101
Metodi Pratici per la Perimetrazione dell'aree a Rischio di Colate Fangose 101
Roll-waves prediction in dense granular flows 100
On the Formation of Taylor Vortices in Annular Seals of Hydraulic Machines 100
Fenomeni di Distacco di Vena a valle di un Bacino di Dissipazione in Depressione 98
Development of roll-waves in power-law fluids with non-uniform initial conditions 97
Un Procedimento per la Soluzione delle Equazioni di Trasporto in Geometrie Complesse 97
Two-phase modelling of total sediment load in fast geomorphic transients 97
Effetto della scabrezza relativa nell'evoluzione delle roll waves 96
Inlet effects on roll-wave development in shallow turbulent open-channel flows 96
Torque Reduction in Taylor-Couette Flows Subject to an Axial Pressure Gradient 95
Linear stability analysis of a 1-D morphological model with dynamical description of bed-load transport 95
Direct Numerical Simulation of Turbulent Pipe Flow 95
Un modello per la simulazione dei campi di moto bidimensionali in presenza di onde a fronte ripido 95
Osservazioni Sperimentali in un Bacino in Depressione 95
Spectral Dynamics of Pulsating Turbulent Pipe Flow 94
Effects of the Transverse Curvature on the Statistics of Fully Developed Turbulent Flow in an Annular Pipe 93
Modello concettuale per l’analisi idrologica ed idraulica di sistemi di collettamento comprensoriali 93
Minimum channel length for roll wave generation 92
Near wall anisotropy changes in pulsating turbulent pipe flow 92
Diffusive approximation for unsteady mud flows with backwater effect 91
An Efficient Method for the Solution of the Incompressible Navier--Stokes Equations in Cylindrical Geometries 91
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 91
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 91
On the Non-Linear Problem of Fluid Distribution Networks in Quasi-Steady Condition of Flow 90
Some remarks on a morphodynamical model for gravel bed streams 90
Linear analysis of 1-D flow on movable bed 90
Dispersive Effects on Linear Stability of St. Venant Flow Model 90
Time Varying Characteristics of First and Second Order Moments of Pulsating Turbulent Pipe Flow 90
Experimental investigation of embankment erosion during fast geomorphic processes 90
Condizioni Limite di Funzionamento di bacini di dissipazione in Depressione non Rigurgitati 89
Waves Dynamics in a Linearized Mud-Flow Shallow Model 89
Boundary conditions effect on linearized mud-flow shallow model 89
Instabilities of a power–law film over an inclined permeable plane: a two–sided model 89
On the applicability of minimum channel length criterion for roll-waves in mud-flows 88
Numerical Simulation of lateral dike breaching due to overtopping 88
Preconditioned spectral multi-domain discretization of the incompressible Navier-Stokes equations 87
Pulsating Pipe Flow with Large Amplitude Oscillations in the Very High Frequency Regime. Part II: Phase–Averaged Analysis 87
Scaling Properties of Turbulent Pipe Flow at Low Reynolds Number 87
Simulazione di Campi di Moto Turbolento con Tecniche di Multidominio 87
On the Uniqueness of the Solution to the Direct non Linear Problem of Physical Networks 86
Analytical solution of dam break wave in dry granular flows 86
Large Eddy Simulation of Turbulent Annular Flows 86
Numerical simulation of mud-flows impacting structures 86
Dynamic impact of shear thickening power law fluids against a rigid wall 85
Linear Stability Analysis of a 1-D model with Dynamical Description of Bed Load Transport 84
Dam-break waves over an erodible embankment: experiments and simulations 84
On the stability of gradually varying mud-flows in open channels 83
On the convective nature of roll waves instability 83
Moti di filtrazione pulsanti in regime non-darciani 83
Numerical simulation of fast water waves on an erodible slope 83
Totale 10.378
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Categoria #
all - tutte 40.566
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 40.566
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021468 0 0 0 0 0 6 122 98 7 112 100 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
2025/20265.163 183 144 217 335 492 3.792 0 0 0 0 0 0
Totale 11.855