VALIANI, Alessandro
 Distribuzione geografica
Continente #
NA - Nord America 9.206
AS - Asia 6.495
EU - Europa 4.070
SA - Sud America 1.254
AF - Africa 155
OC - Oceania 23
Continente sconosciuto - Info sul continente non disponibili 4
Totale 21.207
Nazione #
US - Stati Uniti d'America 8.979
SG - Singapore 2.264
CN - Cina 1.613
IT - Italia 1.226
BR - Brasile 994
VN - Vietnam 697
UA - Ucraina 630
HK - Hong Kong 574
DE - Germania 539
TR - Turchia 379
GB - Regno Unito 333
FI - Finlandia 301
FR - Francia 249
JP - Giappone 217
PL - Polonia 216
RU - Federazione Russa 179
BD - Bangladesh 145
IN - India 139
SE - Svezia 125
MX - Messico 107
ID - Indonesia 105
AR - Argentina 99
NL - Olanda 84
CA - Canada 75
ES - Italia 61
IQ - Iraq 54
ZA - Sudafrica 45
EC - Ecuador 43
PK - Pakistan 41
MY - Malesia 33
CO - Colombia 30
SA - Arabia Saudita 29
MA - Marocco 28
PH - Filippine 27
CL - Cile 26
VE - Venezuela 23
AE - Emirati Arabi Uniti 22
BE - Belgio 20
AU - Australia 19
IR - Iran 19
TN - Tunisia 19
EG - Egitto 18
PY - Paraguay 18
TW - Taiwan 18
CH - Svizzera 15
NP - Nepal 15
JO - Giordania 14
UZ - Uzbekistan 14
CR - Costa Rica 13
DZ - Algeria 12
AL - Albania 11
AT - Austria 11
JM - Giamaica 11
KE - Kenya 11
KR - Corea 11
LT - Lituania 11
UY - Uruguay 11
AZ - Azerbaigian 10
RO - Romania 10
IL - Israele 8
LB - Libano 8
SK - Slovacchia (Repubblica Slovacca) 8
OM - Oman 7
TH - Thailandia 7
CZ - Repubblica Ceca 6
BH - Bahrain 5
IE - Irlanda 5
NI - Nicaragua 5
PE - Perù 5
SN - Senegal 5
HN - Honduras 4
NO - Norvegia 4
PS - Palestinian Territory 4
BG - Bulgaria 3
BY - Bielorussia 3
DK - Danimarca 3
DO - Repubblica Dominicana 3
ET - Etiopia 3
HR - Croazia 3
KW - Kuwait 3
NE - Niger 3
PA - Panama 3
PT - Portogallo 3
RS - Serbia 3
AO - Angola 2
BO - Bolivia 2
BW - Botswana 2
CM - Camerun 2
CY - Cipro 2
EU - Europa 2
GR - Grecia 2
GY - Guiana 2
HU - Ungheria 2
KG - Kirghizistan 2
KZ - Kazakistan 2
LV - Lettonia 2
NZ - Nuova Zelanda 2
TJ - Tagikistan 2
AM - Armenia 1
BA - Bosnia-Erzegovina 1
Totale 21.186
Città #
Singapore 1.490
Ashburn 755
Woodbridge 671
Jacksonville 666
Fairfield 639
Chandler 619
Hong Kong 559
Santa Clara 545
San Jose 498
Beijing 419
Houston 417
Ann Arbor 364
Wilmington 295
Ho Chi Minh City 256
Izmir 256
Seattle 232
Ferrara 210
Addison 209
Warsaw 209
Nanjing 205
Tokyo 202
Hanoi 186
Cambridge 180
Princeton 161
Helsinki 151
Milan 144
Lauterbourg 138
Munich 115
Boardman 108
New York 100
The Dalles 93
Los Angeles 88
Council Bluffs 86
Dallas 84
Mexico City 84
Dearborn 78
São Paulo 76
San Diego 71
Shanghai 71
Jiaxing 61
Nanchang 60
Jakarta 55
Shenyang 54
Rome 52
Bremen 51
Moscow 49
Tianjin 44
Hebei 41
Hefei 40
Da Nang 33
London 33
Changsha 32
Rio de Janeiro 31
Chicago 29
Padova 29
Redwood City 29
Belo Horizonte 26
Orem 26
Chennai 25
Haiphong 25
Stockholm 24
Baghdad 22
Bologna 22
Columbus 22
Montreal 22
Norwalk 22
San Francisco 22
Kunming 21
Brasília 20
Frankfurt am Main 20
Johannesburg 20
Mountain View 20
Boston 19
Toronto 19
Brooklyn 18
Buffalo 18
Curitiba 18
Orange 18
Zhengzhou 18
Denver 17
Falls Church 17
Lahore 17
Naples 17
Porto Alegre 17
Quito 17
Trento 17
Turin 17
Atlanta 16
Jinan 16
Parma 16
Philadelphia 16
Pontecchio Polesine 16
Florence 15
Santiago 15
Des Moines 14
Kuala Lumpur 14
Barcelona 13
Biên Hòa 13
Mumbai 13
Ningbo 13
Totale 13.266
Nome #
A comparison between bottom-discontinuity numerical treatments in the DG framework 267
Well balancing of the SWE schemes for moving-water steady flows 250
TERMINI SORGENTE DOVUTI ALLA PENDENZA DEL FONDO NELLE EQUAZIONI ALLE ACQUE BASSE: TRATTAZIONE STABILIZZANTE IN FORMA DI DIVERGENZA (DFB) 248
A 2D local discontinuous Galerkin method for contaminant transport in channel bends 244
Alcuni schemi path-conservativi per l’integrazione delle acque basse su fondo mobile 234
A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains 226
Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data 221
A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends 215
A study of the hydrodynamics of the coastal lagoon "Valli di Comacchio" 213
Efficient analytical implementation of the DOT Riemann solver for the de Saint Venant–Exner morphodynamic model 213
Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps 212
Analytical findings for power law cross-sections: Uniform flow depth 207
Modellazione del flusso sanguigno in vasi viscoelastici 206
Modellazione del flusso sanguigno in reti di vasi viscoelastici 202
Fourth-order balanced source term treatment in Central WENO schemes for Shallow Water Equations 199
Momentum balance in the shallow water equations on bottom discontinuities 197
Mathematical study of linear morphodynamic acceleration and derivation of the MASSPEED approach 197
High-order balanced CWENO scheme for movable bed Shallow Water Equations 194
Instability and kinematic for sand-water mixture or dry sand flowing past a circular cylinder 193
Numerical modelling of alternate bars in shallow channels 193
Numerical methods for hydraulic transients in visco-elastic pipes 192
Central WENO schemes for shallow water movable bed equations 191
A mathematical model for dam-break over movable bed 191
Finite volume scheme for 2D shallow-water equations:application to a flood event in the Toce River 188
The turbulent structure of the flow field generated by a hydrofoil in stalling condition beneath a water-air interface 182
Thermal Instability of a Power-Law Fluid Flowing in a Horizontal Porous Layer with an Open Boundary: A Two-Dimensional Analysis 179
Alcuni risultati su moti assialsimmetrici a superficie libera 178
Experiments on the two-dimensional flow of a grain–water mixture past a circular cylinder 178
The Selfish-Brain hypothesis as possible cause of arterial hypertension: a modeling study 177
MORSPEED: a new concept for the speedup of morphological simulations 176
Experimental study of the grain-water mixture flow past a cylinder of different shapes 175
Numerical modelling of open channel junctions using the Riemann problem approach 170
Depth-energy and depth-force relationships in open channel flows: analytical findings 168
Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations 168
A RKDG scheme for 2D SWE on curved boundary domains 166
Ruolo relativo delle proprietà cardiache e vascolari nella determinazione della pressione sanguigna 165
Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 163
An engineering approach to the source terms treatment in Shallow Water Equations 162
A comparison between bottom-discontinuity numerical treatments in the DG framework 161
"RIVERBANK FILTRATION” DI ACQUE SUPERFICIALI A MONTE DELLA POTABILIZZAZIONE - IL CASO DELLA CITTÀ DI FERRARA 158
Numerical methods for Shallow Water Equations with fixed and movable bed: recent experiences of Hydraulics group at Ferrara 158
Linear and angular momentum conservation for the hydraulic jump in converging channels 155
Linear and angular momentum conservation in hydraulic jump in diverging channels 153
Fourth order balanced WENO schemes for shallow water equations 153
Schemi CWENO per l’integrazione numerica delle equazioni alle acque basse 150
Dam break in rectangular channels with different upstream-downstream widths 150
Consistent treatment of boundary conditions for blood flow modeling in networks of viscoelastic vessels 149
Accuracy-preserving IMEX schemes applied to the augmented FSI system for blood flow in viscoelastic vessels 149
Case Study: Malpasset Dam-Break Simulation Using a 2D Finite Volume Method 148
Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system 148
Brief analysis of shallow water equations suitability to numerically simulate supercritical flow in sharp bends. 147
Valutazione delle proprietà cardiache tramite l’analisi delle forme d’onda nel sistema cardiovascolare 146
SCHEMI CWENO DI ORDINE ELEVATO PER CORRENTI A FONDO MOBILE 146
Analysis of a boundary layer of a granular mixture flowing past a plate at zero incidence 145
Linear and angular momentum conservation in hydraulic jump 145
Generation and development of alternate bars: numerical modelling 144
Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 144
Numerical simulation of flow, scalar transport and bed deformations in meandering channels 143
DISCONTINUITÀ DEL FONDO NELL’AMBITO DELLE EQUAZIONI ALLE ACQUE BASSE 143
SCHEMI WENO BILANCIATI DEL QUARTO ORDINE PER L’IDRODINAMICA ALLE ACQUE BASSE 142
A comparison between energy-balanced schemes for the moving-water steady flows 141
A comparison of numerical methods for compressible flows in viscoelastic pipes 141
Closure to: Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 139
Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme 138
Modellazione del flusso sanguigno con sistema A-FSI: stima dei parametri e validazione in-vivo 138
Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections 137
Hydrodynamic instability of multiple four-wave mixing 137
A one-dimensional augmented Shallow Water Equations system for channels of arbitrary cross-section 136
Reply to comments on “Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross sections” by A. Valiani, V. Caleffi [Adv. Water Resour. 32 (2009) 213–224] 136
Modello fisico della nuova conca di Pontelagoscuro 136
Finite Volume Method for Simulating Extreme Flood Events in Natural Channels 135
A granular-fluid model of the stress transfer from the fluid to the bed 132
The well-balancing of a RKDG method on domains with curved boundaries 130
The augmented FSI system for blood flow in viscoelastic vessels solved with IMEX schemes 129
Modello numerico per l’idrodinamica, il trasporto di inquinanti e l’evoluzione morfologica di canali meandriformi 128
Cardiac contractility is a key factor in determining pulse pressure and its peripheral amplification 126
On the source terms treatment in 1D natural rivers simulation 125
Modelling Solute Transport in Meandering Channels using a High-order DG Method 125
Rapid transients in free-surface flows with movable bed: a 2-D numerical solution 124
Dam break modeling for sediment laden flows 124
Numerical simulation of dam break flow on granular bed: intense sediment transport vs. debris-flow modeling 123
Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross-sections 123
Improvement of an unstructured grid Finite Volume scheme for flood simulation 122
Comparison between computed and measured bed evolution in a river bend 122
A comparison between different approaches for the numerical treatment of bottom discontinuities in a DG perspective 120
Discussion about "The von Kàrmàn coefficient in sediment laden flow" 119
Trattamento numerico bilanciato delle discontinuità del fondo per gli schemi WENO alle acque basse 116
Evoluzione dell’alveo del Po conseguente a lavori per il miglioramento della navigabilità: simulazioni numeriche 116
Cinematica del campo di moto di miscele granulari in presenza di un ostacolo cilindrico 115
Idraulica delle correnti a superficie libera (moto uniforme - moto permanente) 113
Modelli numerici per lo studio di fenomeni transitori idraulici in condotte viscoelastiche 113
A New analysis for Coleman's data on suspended sediment profiles 113
Classical Hydraulic Jump: a First Comparison of a Theoretical Solution with Experimental Results 112
Supercritical flow in sharp bends 112
Sui profili di concentrazione in moto uniforme 112
Comparison between different methods to compute the numerical fluctuations in path-conservative schemes for SWE-Exner model 112
Codice di calcolo ai volumi finiti per le equazioni alle acque basse: applicazione al crollo della diga di Malpasset 112
Effects of free surface curvature on radial, inviscid flows 111
Bilancio dinamico nel risalto idraulico in canali divergenti 111
null 110
Totale 15.741
Categoria #
all - tutte 94.923
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.660
Totale 96.583


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021257 0 0 0 0 0 0 0 0 0 0 174 83
2021/20221.234 34 147 79 41 34 68 49 55 38 110 112 467
2022/20231.536 169 100 55 184 256 232 101 113 198 27 63 38
2023/2024585 76 90 29 26 31 10 32 29 19 35 44 164
2024/20253.269 126 48 260 81 463 306 152 252 451 437 426 267
2025/20268.160 650 437 777 1.239 1.102 493 757 576 795 1.021 313 0
Totale 21.490