IRIS
VACCA, Andrea
 Distribuzione geografica
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Continente #
AS - Asia 2.852
NA - Nord America 2.434
EU - Europa 1.870
SA - Sud America 306
AF - Africa 91
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 1
Totale 7.559
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Nazione #
US - Stati Uniti d'America 2.333
SG - Singapore 1.370
RU - Federazione Russa 928
CN - Cina 490
VN - Vietnam 484
IT - Italia 416
HK - Hong Kong 260
BR - Brasile 241
FR - Francia 126
UA - Ucraina 81
DE - Germania 71
SE - Svezia 61
CA - Canada 59
FI - Finlandia 54
JP - Giappone 44
CI - Costa d'Avorio 40
IE - Irlanda 35
IN - India 32
GB - Regno Unito 31
KR - Corea 25
AR - Argentina 24
MX - Messico 24
ID - Indonesia 22
TH - Thailandia 17
NL - Olanda 16
PH - Filippine 16
BD - Bangladesh 15
PK - Pakistan 12
AT - Austria 11
CO - Colombia 11
IQ - Iraq 11
EC - Ecuador 10
KE - Kenya 9
ES - Italia 8
PL - Polonia 8
ZA - Sudafrica 8
TN - Tunisia 7
TW - Taiwan 7
IR - Iran 6
CL - Cile 5
DO - Repubblica Dominicana 5
EG - Egitto 5
LT - Lituania 5
MA - Marocco 5
BE - Belgio 4
JM - Giamaica 4
PY - Paraguay 4
SA - Arabia Saudita 4
UY - Uruguay 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
AL - Albania 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
BO - Bolivia 2
CZ - Repubblica Ceca 2
GE - Georgia 2
JO - Giordania 2
LB - Libano 2
NC - Nuova Caledonia 2
PS - Palestinian Territory 2
RS - Serbia 2
RW - Ruanda 2
TT - Trinidad e Tobago 2
AM - Armenia 1
BB - Barbados 1
BG - Bulgaria 1
BS - Bahamas 1
BW - Botswana 1
BZ - Belize 1
CR - Costa Rica 1
CV - Capo Verde 1
CW - ???statistics.table.value.countryCode.CW??? 1
CY - Cipro 1
EE - Estonia 1
GA - Gabon 1
GT - Guatemala 1
HR - Croazia 1
KW - Kuwait 1
KZ - Kazakistan 1
LY - Libia 1
MD - Moldavia 1
ME - Montenegro 1
MK - Macedonia 1
MM - Myanmar 1
MZ - Mozambico 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
OM - Oman 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
PT - Portogallo 1
Totale 7.552
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Città #
Singapore 629
San Jose 295
Santa Clara 282
Chandler 276
Hong Kong 247
Moscow 247
Ho Chi Minh City 128
Hanoi 111
Ashburn 110
Beijing 87
Lauterbourg 78
Jacksonville 76
Naples 76
The Dalles 75
Millbury 68
Princeton 63
Boston 62
Hefei 61
Napoli 55
Nanjing 52
Los Angeles 50
Buffalo 45
Ottawa 45
Des Moines 39
Wilmington 37
Milan 36
Tokyo 34
São Paulo 28
Redondo Beach 27
Torre Del Greco 25
Seattle 24
Woodbridge 24
New York 22
Ann Arbor 21
Dong Ket 20
Hebei 19
Nanchang 19
Lawrence 18
Da Nang 17
Haiphong 16
Munich 15
Rome 14
Seoul 14
Shenyang 14
Jiaxing 13
Mexico City 13
Norwalk 13
Dallas 12
Lappeenranta 11
Frankfurt am Main 10
Pavia 10
Brooklyn 9
Houston 9
Nairobi 9
San Francisco 9
Bến Tre 8
Chicago 8
Kronberg 8
London 8
Redwood City 8
Tianjin 8
Council Bluffs 7
Hải Dương 7
Orem 7
Phoenix 7
Rio de Janeiro 7
Amsterdam 6
Atlanta 6
Bangkok 6
Belo Horizonte 6
Davis 6
Falls Church 6
Nuremberg 6
Porto Alegre 6
Salvador 6
Shanghai 6
Stockholm 6
Toronto 6
Turku 6
Warsaw 6
Biên Hòa 5
Boardman 5
Brasília 5
Cagliari 5
Changsha 5
Chennai 5
Falkenstein 5
Helsinki 5
Johannesburg 5
Philadelphia 5
Viéville-sous-les-côtes 5
Bologna 4
Cambridge 4
Indiana 4
Jinan 4
Kingston 4
Lahore 4
Ninh Bình 4
Paris 4
Quito 4
Totale 4.077
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Nome #
SULL'INSORGERE DI FENOMENI ALTERNATIVI IN UN RISALTO IDRAULICO 135
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
FENOMENI DI DISTACCO DI VENA A VALLE DI UN BACINO DI DISSIPAZIONE IN DEPRESSIONE 133
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 131
B-JUMP AT THE POSITIVE STEP OF A STILLING BASIN 126
CONDIZIONI LIMITE IN FUNZIONAMENTO DI BACINI DI DISSIPAZIONE IN DEPRESSIONE NON RIGURGITATI 122
A two-phase model for sediment transport and bed evolution in unsteady river flow 122
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 122
Preconditioned Spectral Multi-Domain Discretization of the Incompressible Navier-Stokes Equations 121
Resistance Reduction in Pulsating Turbulent Pipe Flows 120
Hydraulic design of stilling basins in steep channels 118
Time Varying Characteristics of First and Second Order Moments of Pulsating Turbulent Pipe Flow 114
Pulsating Flow Through Porous Media 113
Resistance Reduction in Pulsating Turbulent Pipe Flow 112
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 112
A Two-Phase Model for Sediment Transport in River Flow 109
Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 108
Effects of the Transverse Curvature on the Statistics of Fully Developed Turbulent Flow in an Annular Pipe 103
Scaling Properties of Turbulent Pipe Flow at Low Reynolds Number 101
Pulsating flow through porus media 101
Waves Dynamics in a Linearized Mud-Flow Shallow Model 101
A Potential Formulation on Non-Linear Model of Flow through Anisotropic Porous Media 100
Near wall anisotropy changes in pulsating turbulent pipe flow. 99
Dam-break waves over an erodible embankment: experiments and simulations 99
On the Uniqueness of the Solution to the Direct non Linear Problem of Physical Networks 99
Pulsating spiral Poiseuille flow 98
Linear analysis of a 1D flow on a movable bed 96
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 96
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 95
Distribuzioni di velocità in dissipatori a risalto non rigurgitati 93
Boundary conditions effect on linearized mud-flow shallow model 91
Dam-Break waves over mobile bed 90
MODELLAZIONE BIFASE DEL TRASPORTO SOLIDO TOTALE DURANTE TRANSITORI MORFODINAMICI RAPIDI 90
Spectral Dynamic of Pulsating Turbulent Pipe Flow 89
A Variational Approach to the Analysis of Fluid Distribution Networks in Steady State of Flow 86
A Minmax Formulation of Nonlinear Seepage Flow Problem 86
Experimental investigation of embankment erosion during fast geomorphic processes 85
Applicability of Kinematic model for mud-flows: an unsteady analysis. 84
Reverse transition of a turbulent spiral Poiseuille flow at Ta=1500 84
Modelling the impact of a dam‐break wave on a vertical wall 83
Torque reduction in Taylor-Couette flows subject to an axial pressure gradient 83
Long-wave instabilities of a power-law fluid flowing over a heated, uneven and porous incline: A two-sided model 82
Applicability of Diffusive model for mud-flows: An unsteady analysis 82
Impact dynamics of mud flows against rigid walls 81
On the Non-Linear Problem of Fluid Distribution Networks in Quasi-Steady Condition of Flow 81
Numerical simulation of lateral dike breaching due to overtopping 81
Interaction of a dam-break wave with an obstacle over an erodible floodplain. 81
Numerical Issues in 2DH Simulations of Flows in Non-Rectangular Channels 80
Numerical simulation of a dam-break wave propagating over an erodible floodplain in presence of a structure 79
Diffusive approximation for unsteady mud flows with backwater effect 78
Pulsating flow of an Ostwald-de Waele fluid between parallel plates 77
Impact force of a geomorphic dam-break wave against an obstacle: effects of Sediment Inertia 77
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 2. Phase-averaged analysis 76
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 76
Thermocapillary instabilities of a shear–thinning fluid falling over a porous layer 75
Large eddy simulation of power-law fluid dam break wave impacting against a vertical wall 74
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 73
Numerical simulation of mud-flows impacting structures. 72
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 71
A depth-integrated morphodynamical model for river flows with a wide range of Shields parameters 71
Discussion of "Analysis of dynamic wave model for unsteady flow in an open channel" by Maurizio Venutelli 70
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 70
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 70
A Two-Phase Model for Fast Geomorphic Shallow Flows 69
Development of roll-waves in power-law fluids with non-uniform initial conditions 69
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 68
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 67
Wave propagation in linearized shallow flows of power-law fluids 67
Use of simplified wave models in shallow unsteady flows of power law fluids 67
The role of bed-load thickness closure in a two-phase morphodynamical model 67
Chebyshev Collocation Method and Multi-Domain Decomposition for the Incompressible Navier-Stokes Equations 66
Instabilities of a power–law film over an inclined permeable plane: A two–sided model 66
On the convective nature of roll waves instability 65
Linear Stability Analysis of a 1-D model with Dynamical Description of Bed Load Transport 64
Experimental Investigation and Numerical Evaluation of the Free Surface of a Dam Break Wave in the Presence of an Obstacle 63
On the stability of gradually varying mud-flows in open channels 62
Instabilities of a dam-break wave of power-law fluids 60
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 1. Time-averaged analysis 60
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 60
A Spectral Algorithm for the Numerical Simulation of Turbulent Flows over Complex Geometries 59
Boundary conditions in a two-layer geomorphological model: application to a hydraulic jump over a mobile bed (Discussion) 59
Simplified wave models applicability to shallow mud flows modeled as power-law fluids 59
Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows 59
Axial friction coefficient of turbulent spiral Poiseuille flows 58
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
Instabilities of a shear-thinning fluid falling over an undulating porous layer 55
Roll-waves prediction in dense granular flows 53
Inlet effects on roll-wave development in shallow turbulent open-channel flows 53
An efficient method for the solution of the incompressible Navier-Stokes equations in cylindrical geometries 52
Minimum channel length for roll wave generation 52
DISCUSSION OF "Influence of turbulence on bed load sediment transport" 51
Turbulent dam-break waves of Newtonian and non-Newtonian fluids 24
Numerical simulations of dam-break waves impacting a rigid wall 15
null 11
Oblique shocks in shallow flows of power-law fluids past abrupt channel deviations 2
Totale 7.775
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Categoria #
all - tutte 24.971
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 24.971
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202141 0 0 0 0 0 0 0 0 0 0 18 23
2021/2022441 11 2 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
2025/20263.331 335 262 351 294 508 110 296 291 548 288 48 0
Totale 7.775