IRIS
VACCA, Andrea
 Distribuzione geografica
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Continente #
AS - Asia 2.091
NA - Nord America 1.903
EU - Europa 1.718
SA - Sud America 278
AF - Africa 69
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.064
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Nazione #
US - Stati Uniti d'America 1.813
SG - Singapore 1.262
RU - Federazione Russa 926
IT - Italia 380
CN - Cina 375
HK - Hong Kong 243
BR - Brasile 228
VN - Vietnam 109
UA - Ucraina 80
DE - Germania 66
SE - Svezia 61
CA - Canada 55
FI - Finlandia 52
CI - Costa d'Avorio 40
IE - Irlanda 35
FR - Francia 33
GB - Regno Unito 29
AR - Argentina 19
MX - Messico 19
ID - Indonesia 17
KR - Corea 13
IN - India 11
AT - Austria 10
NL - Olanda 10
BD - Bangladesh 9
EC - Ecuador 9
PL - Polonia 8
JP - Giappone 7
KE - Kenya 7
CO - Colombia 6
ES - Italia 6
IR - Iran 6
PK - Pakistan 6
ZA - Sudafrica 6
LT - Lituania 5
BE - Belgio 4
CL - Cile 4
DO - Repubblica Dominicana 4
JM - Giamaica 4
UY - Uruguay 4
AL - Albania 3
IQ - Iraq 3
KG - Kirghizistan 3
PY - Paraguay 3
TR - Turchia 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BO - Bolivia 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
EG - Egitto 2
GE - Georgia 2
IL - Israele 2
LB - Libano 2
MY - Malesia 2
NC - Nuova Caledonia 2
NP - Nepal 2
RW - Ruanda 2
SA - Arabia Saudita 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
VE - Venezuela 2
AM - Armenia 1
AU - Australia 1
BB - Barbados 1
BG - Bulgaria 1
BS - Bahamas 1
BW - Botswana 1
BZ - Belize 1
CR - Costa Rica 1
CW - ???statistics.table.value.countryCode.CW??? 1
EE - Estonia 1
ET - Etiopia 1
GT - Guatemala 1
JO - Giordania 1
KZ - Kazakistan 1
LY - Libia 1
MA - Marocco 1
MD - Moldavia 1
ME - Montenegro 1
MK - Macedonia 1
MM - Myanmar 1
MZ - Mozambico 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PA - Panama 1
PE - Perù 1
PS - Palestinian Territory 1
PT - Portogallo 1
RO - Romania 1
RS - Serbia 1
TW - Taiwan 1
TZ - Tanzania 1
UG - Uganda 1
UZ - Uzbekistan 1
YE - Yemen 1
Totale 6.064
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Città #
Singapore 552
Chandler 276
Santa Clara 276
Moscow 247
Hong Kong 238
Beijing 77
Jacksonville 75
Millbury 68
Ashburn 67
Princeton 63
Boston 62
Naples 62
Hefei 61
Napoli 55
Nanjing 52
Los Angeles 46
Buffalo 45
Ottawa 45
Des Moines 38
Wilmington 37
Ho Chi Minh City 28
São Paulo 28
Redondo Beach 27
Torre Del Greco 25
Milan 24
Woodbridge 24
Seattle 23
Ann Arbor 21
Hanoi 21
Dong Ket 20
Hebei 19
Nanchang 19
Lawrence 18
New York 17
Munich 15
Jiaxing 13
Norwalk 13
Shenyang 13
Mexico City 12
Rome 12
Seoul 12
Lappeenranta 10
Pavia 10
The Dalles 9
Frankfurt am Main 8
Kronberg 8
Redwood City 8
Brooklyn 7
Chicago 7
London 7
Nairobi 7
Phoenix 7
Rio de Janeiro 7
Tianjin 7
Davis 6
Falls Church 6
Porto Alegre 6
Salvador 6
Stockholm 6
Turku 6
Warsaw 6
Belo Horizonte 5
Boardman 5
Brasília 5
Cagliari 5
Changsha 5
Dallas 5
Falkenstein 5
Houston 5
Nuremberg 5
Toronto 5
Viéville-sous-les-côtes 5
Amsterdam 4
Bologna 4
Cambridge 4
Da Nang 4
Helsinki 4
Hải Dương 4
Indiana 4
Johannesburg 4
Kingston 4
Paris 4
Quito 4
San Francisco 4
Shanghai 4
Bari 3
Buenos Aires 3
Buonabitacolo 3
Campobello Di Mazara 3
Chennai 3
Guayaquil 3
Haiphong 3
Jinan 3
Louvain 3
Manchester 3
Montevideo 3
Mountain View 3
Orem 3
Pune 3
Qualiano 3
Totale 3.142
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Nome #
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. 117
FENOMENI DI DISTACCO DI VENA A VALLE DI UN BACINO DI DISSIPAZIONE IN DEPRESSIONE 116
SULL'INSORGERE DI FENOMENI ALTERNATIVI IN UN RISALTO IDRAULICO 115
B-JUMP AT THE POSITIVE STEP OF A STILLING BASIN 109
Resistance Reduction in Pulsating Turbulent Pipe Flows 106
A two-phase model for sediment transport and bed evolution in unsteady river flow 106
A Depth-Integrated Morphodynamical Model for River Flows with a Wide Range of Shields Parameter 105
A new Algorithm for Unstructured Grids and Bank-Failure Mechanisms in Morphodynamic Models 102
CONDIZIONI LIMITE IN FUNZIONAMENTO DI BACINI DI DISSIPAZIONE IN DEPRESSIONE NON RIGURGITATI 101
Preconditioned Spectral Multi-Domain Discretization of the Incompressible Navier-Stokes Equations 99
Pulsating Flow Through Porous Media 99
Resistance Reduction in Pulsating Turbulent Pipe Flow 97
Hydraulic design of stilling basins in steep channels 97
Two-Dimensional Two-Phase Depth-Integrated Model for Transients over Mobile Bed 96
A Two-Phase Model for Sediment Transport in River Flow 95
Analysis of Dynamic Wave Model for Unsteady Flow in an Open Channel (Discussion) 94
Time Varying Characteristics of First and Second Order Moments of Pulsating Turbulent Pipe Flow 92
Linear analysis of a 1D flow on a movable bed 86
Dam-break waves over an erodible embankment: experiments and simulations 86
Scaling Properties of Turbulent Pipe Flow at Low Reynolds Number 85
Effects of the Transverse Curvature on the Statistics of Fully Developed Turbulent Flow in an Annular Pipe 85
Pulsating flow through porus media 85
Pulsating spiral Poiseuille flow 82
Waves Dynamics in a Linearized Mud-Flow Shallow Model 79
Near wall anisotropy changes in pulsating turbulent pipe flow. 76
Dam-Break waves over mobile bed 75
Distribuzioni di velocità in dissipatori a risalto non rigurgitati 75
On the Uniqueness of the Solution to the Direct non Linear Problem of Physical Networks 75
Boundary conditions effect on linearized mud-flow shallow model 75
Applicability of Kinematic model for mud-flows: an unsteady analysis. 74
MODELLAZIONE BIFASE DEL TRASPORTO SOLIDO TOTALE DURANTE TRANSITORI MORFODINAMICI RAPIDI 73
A Potential Formulation on Non-Linear Model of Flow through Anisotropic Porous Media 73
Applicability of kinematic wave approximation to shallow mud-flows with a yield stress 73
Spectral Dynamic of Pulsating Turbulent Pipe Flow 72
Applicability of Diffusive model for mud-flows: An unsteady analysis 71
Torque reduction in Taylor-Couette flows subject to an axial pressure gradient 71
Reverse transition of a turbulent spiral Poiseuille flow at Ta=1500 71
Long-wave instabilities of a power-law fluid flowing over a heated, uneven and porous incline: A two-sided model 70
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography 70
Numerical Issues in 2DH Simulations of Flows in Non-Rectangular Channels 69
Numerical simulation of lateral dike breaching due to overtopping 68
Modelling the impact of a dam‐break wave on a vertical wall 67
A Variational Approach to the Analysis of Fluid Distribution Networks in Steady State of Flow 66
Applicability of Kinematic and Diffusive models for mud-flows: a steady state analysis 66
Experimental investigation of embankment erosion during fast geomorphic processes 66
Interaction of a dam-break wave with an obstacle over an erodible floodplain. 65
Impact dynamics of mud flows against rigid walls 64
Diffusive approximation for unsteady mud flows with backwater effect 64
Numerical simulation of a dam-break wave propagating over an erodible floodplain in presence of a structure 63
Numerical simulation of mud-flows impacting structures. 62
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 2. Phase-averaged analysis 61
On the Non-Linear Problem of Fluid Distribution Networks in Quasi-Steady Condition of Flow 61
Impact force of a geomorphic dam-break wave against an obstacle: effects of Sediment Inertia 61
A New Algorithm for Bank-Failure Mechanisms in 2D Morphodynamic Models with Unstructured Grids 60
Analysis of Bedform Instability with 1-D Two-phase Morphodynamical Models 60
A Two-Phase Model for Fast Geomorphic Shallow Flows 59
Development of roll-waves in power-law fluids with non-uniform initial conditions 59
Large eddy simulation of power-law fluid dam break wave impacting against a vertical wall 59
Thermocapillary instabilities of a shear–thinning fluid falling over a porous layer 58
Pulsating flow of an Ostwald-de Waele fluid between parallel plates 58
Chebyshev Collocation Method and Multi-Domain Decomposition for the Incompressible Navier-Stokes Equations 56
A depth-integrated morphodynamical model for river flows with a wide range of Shields parameters 56
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 55
A Minmax Formulation of Nonlinear Seepage Flow Problem 55
Pulsating pipe flow with large-amplitude oscillations in the very high frequency regime. Part 1. Time-averaged analysis 54
Discussion of "Analysis of dynamic wave model for unsteady flow in an open channel" by Maurizio Venutelli 53
Wave propagation in linearized shallow flows of power-law fluids 53
Instabilities of a power–law film over an inclined permeable plane: A two–sided model 53
Applicability of Kinematic, Diffusion and Quasi-Steady Dynamic Wave Models to Shallow Mud Flows 51
A strategy for passive control of natural roll-waves in power-law fluids through inlet boundary conditions 51
Use of simplified wave models in shallow unsteady flows of power law fluids 51
Experimental Investigation and Numerical Evaluation of the Free Surface of a Dam Break Wave in the Presence of an Obstacle 50
The role of bed-load thickness closure in a two-phase morphodynamical model 50
Instabilities of a dam-break wave of power-law fluids 49
Boundary conditions in a two-layer geomorphological model: application to a hydraulic jump over a mobile bed (Discussion) 49
Linear Stability Analysis of a 1-D model with Dynamical Description of Bed Load Transport 49
On the convective nature of roll waves instability 49
On the stability of gradually varying mud-flows in open channels 48
Instabilities of a shear-thinning fluid falling over an undulating porous layer 48
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 47
Simplified wave models applicability to shallow mud flows modeled as power-law fluids 46
Influence of relative roughness and Reynolds number on the roll waves spatial evolution 43
Green’s Function of the Linearized Saint–Venant Equations in Laminar and Turbulent Flows 42
Inlet effects on roll-wave development in shallow turbulent open-channel flows 42
A Spectral Algorithm for the Numerical Simulation of Turbulent Flows over Complex Geometries 41
Gravity-driven flow of a shear-thinning power–law fluid over a permeable plane 41
Minimum channel length for roll wave generation 40
On the applicability of minimum channel length criterion for roll-waves in mud-flows 40
Axial friction coefficient of turbulent spiral Poiseuille flows 40
An efficient method for the solution of the incompressible Navier-Stokes equations in cylindrical geometries 39
Roll-waves prediction in dense granular flows 38
DISCUSSION OF "Influence of turbulence on bed load sediment transport" 35
null 11
Turbulent dam-break waves of Newtonian and non-Newtonian fluids 9
Totale 6.278
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Categoria #
all - tutte 21.539
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 21.539
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021155 0 0 0 0 0 28 22 15 28 21 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
2025/20261.834 335 262 351 294 508 84 0 0 0 0 0 0
Totale 6.278