IRIS
VACCA, Andrea
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 2.888
NA - Nord America 2.680
EU - Europa 1.906
SA - Sud America 319
Continente sconosciuto - Info sul continente non disponibili 218
AF - Africa 91
OC - Oceania 5
Totale 8.107
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.548
SG - Singapore 1.375
RU - Federazione Russa 928
CN - Cina 503
VN - Vietnam 487
IT - Italia 439
HK - Hong Kong 261
BR - Brasile 248
FR - Francia 126
UA - Ucraina 82
CA - Canada 71
DE - Germania 71
SE - Svezia 61
FI - Finlandia 54
JP - Giappone 44
CI - Costa d'Avorio 40
IE - Irlanda 36
GB - Regno Unito 32
IN - India 32
BD - Bangladesh 27
MX - Messico 27
KR - Corea 25
AR - Argentina 24
ID - Indonesia 22
TH - Thailandia 19
NL - Olanda 17
PH - Filippine 16
AT - Austria 13
CO - Colombia 13
PK - Pakistan 12
EC - Ecuador 11
IQ - Iraq 11
ES - Italia 10
PL - Polonia 10
KE - Kenya 9
JM - Giamaica 8
ZA - Sudafrica 8
TN - Tunisia 7
TW - Taiwan 7
CL - Cile 6
IR - Iran 6
BE - Belgio 5
DO - Repubblica Dominicana 5
EG - Egitto 5
LT - Lituania 5
MA - Marocco 5
TT - Trinidad e Tobago 5
VE - Venezuela 5
PY - Paraguay 4
SA - Arabia Saudita 4
UY - Uruguay 4
AE - Emirati Arabi Uniti 3
AL - Albania 3
BZ - Belize 3
CZ - Repubblica Ceca 3
DZ - Algeria 3
ET - Etiopia 3
IL - Israele 3
KG - Kirghizistan 3
MY - Malesia 3
NP - Nepal 3
TR - Turchia 3
AU - Australia 2
AZ - Azerbaigian 2
BB - Barbados 2
BO - Bolivia 2
CR - Costa Rica 2
GE - Georgia 2
GT - Guatemala 2
JO - Giordania 2
LB - Libano 2
NC - Nuova Caledonia 2
PE - Perù 2
PR - Porto Rico 2
PS - Palestinian Territory 2
RS - Serbia 2
RW - Ruanda 2
AM - Armenia 1
BG - Bulgaria 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
BS - Bahamas 1
BW - Botswana 1
CV - Capo Verde 1
CW - ???statistics.table.value.countryCode.CW??? 1
CY - Cipro 1
DM - Dominica 1
EE - Estonia 1
GA - Gabon 1
HN - Honduras 1
HR - Croazia 1
IS - Islanda 1
KW - Kuwait 1
KZ - Kazakistan 1
LY - Libia 1
MD - Moldavia 1
ME - Montenegro 1
MK - Macedonia 1
MM - Myanmar 1
MQ - Martinica 1
MZ - Mozambico 1
Totale 7.879
Salva come PNG Salva come JPEG
Città #
Singapore 634
San Jose 299
Santa Clara 293
Chandler 276
Hong Kong 248
Moscow 247
Ashburn 136
Ho Chi Minh City 128
Hanoi 112
Beijing 87
Naples 81
Lauterbourg 78
Jacksonville 77
The Dalles 75
Millbury 68
Princeton 63
Boston 62
Hefei 61
Napoli 55
Los Angeles 53
Nanjing 52
Council Bluffs 50
Buffalo 46
Ottawa 45
Des Moines 39
Milan 39
Wilmington 37
Phoenix 35
Tokyo 34
São Paulo 30
Redondo Beach 27
Torre Del Greco 25
Seattle 24
Woodbridge 24
New York 23
Ann Arbor 21
Dong Ket 20
Hebei 19
Nanchang 19
Da Nang 18
Lawrence 18
Rome 17
Haiphong 16
Munich 15
Mexico City 14
Seoul 14
Shenyang 14
Dallas 13
Jiaxing 13
Norwalk 13
Houston 11
Lappeenranta 11
San Francisco 11
Brooklyn 10
Frankfurt am Main 10
London 10
Pavia 10
Nairobi 9
Bến Tre 8
Chicago 8
Kronberg 8
Redwood City 8
Tianjin 8
Toronto 8
Atlanta 7
Bangkok 7
Hải Dương 7
Orem 7
Rio de Janeiro 7
Warsaw 7
Amsterdam 6
Belo Horizonte 6
Davis 6
Falls Church 6
Nuremberg 6
Philadelphia 6
Porto Alegre 6
Salvador 6
Shanghai 6
Stockholm 6
Turku 6
Biên Hòa 5
Boardman 5
Brasília 5
Cagliari 5
Changsha 5
Chennai 5
Falkenstein 5
Helsinki 5
Johannesburg 5
Kingston 5
Montreal 5
Quito 5
Viéville-sous-les-côtes 5
Bologna 4
Cambridge 4
Denver 4
Indiana 4
Jinan 4
Lahore 4
Totale 4.234
Salva come PNG Salva come JPEG
Nome #
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 138
FENOMENI DI DISTACCO DI VENA A VALLE DI UN BACINO DI DISSIPAZIONE IN DEPRESSIONE 137
SULL'INSORGERE DI FENOMENI ALTERNATIVI IN UN RISALTO IDRAULICO 136
Discussion on �Boundary conditions in a two-layer geomorphological model: application to a hydraulic jump over a mobile bed� by Savary, C. and Zech, Y. Journ. Hydr. Res. Vol. 45, No. 3 (2007) pp. 316-332. 134
B-JUMP AT THE POSITIVE STEP OF A STILLING BASIN 130
A two-phase model for sediment transport and bed evolution in unsteady river flow 128
Hydraulic design of stilling basins in steep channels 127
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 127
CONDIZIONI LIMITE IN FUNZIONAMENTO DI BACINI DI DISSIPAZIONE IN DEPRESSIONE NON RIGURGITATI 126
Preconditioned Spectral Multi-Domain Discretization of the Incompressible Navier-Stokes Equations 124
Resistance Reduction in Pulsating Turbulent Pipe Flows 123
Pulsating Flow Through Porous Media 119
Resistance Reduction in Pulsating Turbulent Pipe Flow 118
Time Varying Characteristics of First and Second Order Moments of Pulsating Turbulent Pipe Flow 117
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 116
Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 114
A Two-Phase Model for Sediment Transport in River Flow 114
Scaling Properties of Turbulent Pipe Flow at Low Reynolds Number 111
Waves Dynamics in a Linearized Mud-Flow Shallow Model 106
Pulsating flow through porus media 105
Effects of the Transverse Curvature on the Statistics of Fully Developed Turbulent Flow in an Annular Pipe 104
Dam-break waves over an erodible embankment: experiments and simulations 104
A Potential Formulation on Non-Linear Model of Flow through Anisotropic Porous Media 103
Near wall anisotropy changes in pulsating turbulent pipe flow. 102
On the Uniqueness of the Solution to the Direct non Linear Problem of Physical Networks 102
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 102
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 102
Pulsating spiral Poiseuille flow 101
Linear analysis of a 1D flow on a movable bed 100
Dam-Break waves over mobile bed 98
Distribuzioni di velocità in dissipatori a risalto non rigurgitati 95
Modelling the impact of a dam‐break wave on a vertical wall 93
MODELLAZIONE BIFASE DEL TRASPORTO SOLIDO TOTALE DURANTE TRANSITORI MORFODINAMICI RAPIDI 92
Spectral Dynamic of Pulsating Turbulent Pipe Flow 91
Boundary conditions effect on linearized mud-flow shallow model 91
Applicability of Kinematic model for mud-flows: an unsteady analysis. 90
A Variational Approach to the Analysis of Fluid Distribution Networks in Steady State of Flow 89
Reverse transition of a turbulent spiral Poiseuille flow at Ta=1500 89
Long-wave instabilities of a power-law fluid flowing over a heated, uneven and porous incline: A two-sided model 87
A Minmax Formulation of Nonlinear Seepage Flow Problem 87
Experimental investigation of embankment erosion during fast geomorphic processes 87
Torque reduction in Taylor-Couette flows subject to an axial pressure gradient 86
Applicability of Diffusive model for mud-flows: An unsteady analysis 85
Impact dynamics of mud flows against rigid walls 85
Numerical simulation of lateral dike breaching due to overtopping 85
Interaction of a dam-break wave with an obstacle over an erodible floodplain. 85
On the Non-Linear Problem of Fluid Distribution Networks in Quasi-Steady Condition of Flow 84
Numerical simulation of a dam-break wave propagating over an erodible floodplain in presence of a structure 83
Numerical Issues in 2DH Simulations of Flows in Non-Rectangular Channels 83
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 2. Phase-averaged analysis 80
Thermocapillary instabilities of a shear–thinning fluid falling over a porous layer 80
Pulsating flow of an Ostwald-de Waele fluid between parallel plates 80
Impact force of a geomorphic dam-break wave against an obstacle: effects of Sediment Inertia 80
Diffusive approximation for unsteady mud flows with backwater effect 79
Numerical simulation of mud-flows impacting structures. 78
Wave propagation in linearized shallow flows of power-law fluids 77
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 77
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 77
A depth-integrated morphodynamical model for river flows with a wide range of Shields parameters 77
Large eddy simulation of power-law fluid dam break wave impacting against a vertical wall 76
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 74
Discussion of "Analysis of dynamic wave model for unsteady flow in an open channel" by Maurizio Venutelli 72
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 72
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 72
The role of bed-load thickness closure in a two-phase morphodynamical model 72
Development of roll-waves in power-law fluids with non-uniform initial conditions 71
A Two-Phase Model for Fast Geomorphic Shallow Flows 70
Closure to {\textquotedblleft}A remark on finite volume methods for 2D shallow water equations over irregular bottom topography{\textquotedblright} by Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Riccardo Martino and Andrea Vacca 69
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 69
Instabilities of a power–law film over an inclined permeable plane: A two–sided model 69
Use of simplified wave models in shallow unsteady flows of power law fluids 68
Chebyshev Collocation Method and Multi-Domain Decomposition for the Incompressible Navier-Stokes Equations 67
On the convective nature of roll waves instability 67
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 1. Time-averaged analysis 65
Linear Stability Analysis of a 1-D model with Dynamical Description of Bed Load Transport 65
Axial friction coefficient of turbulent spiral Poiseuille flows 65
Instabilities of a dam-break wave of power-law fluids 64
Experimental Investigation and Numerical Evaluation of the Free Surface of a Dam Break Wave in the Presence of an Obstacle 64
Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows 62
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 62
On the stability of gradually varying mud-flows in open channels 62
A Spectral Algorithm for the Numerical Simulation of Turbulent Flows over Complex Geometries 61
Boundary conditions in a two-layer geomorphological model: application to a hydraulic jump over a mobile bed (Discussion) 61
Simplified wave models applicability to shallow mud flows modeled as power-law fluids 60
Instabilities of a shear-thinning fluid falling over an undulating porous layer 58
An efficient method for the solution of the incompressible Navier-Stokes equations in cylindrical geometries 57
On the applicability of minimum channel length criterion for roll-waves in mud-flows 57
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 55
Minimum channel length for roll wave generation 54
Inlet effects on roll-wave development in shallow turbulent open-channel flows 54
Roll-waves prediction in dense granular flows 53
DISCUSSION OF "Influence of turbulence on bed load sediment transport" 51
Turbulent dam-break waves of Newtonian and non-Newtonian fluids 34
Numerical simulations of dam-break waves impacting a rigid wall 17
null 11
Oblique shocks in shallow flows of power-law fluids past abrupt channel deviations 7
Totale 8.107
Salva come PNG Salva come JPEG
Categoria #
all - tutte 28.181
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 28.181
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022428 0 0 7 58 8 16 11 17 39 54 20 198
2022/2023539 95 64 17 69 63 58 4 48 81 6 24 10
2023/2024313 15 60 29 14 9 8 6 57 1 2 84 28
2024/20252.220 102 138 12 21 98 196 261 126 185 197 708 176
2025/20263.407 335 262 351 294 508 110 296 291 548 288 48 76
2026/2027256 122 98 36 0 0 0 0 0 0 0 0 0
Totale 8.107