VALIANI, Alessandro
 Distribuzione geografica
Continente #
NA - Nord America 6.125
EU - Europa 2.393
AS - Asia 1.355
SA - Sud America 19
AF - Africa 10
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.908
Nazione #
US - Stati Uniti d'America 6.111
CN - Cina 774
IT - Italia 709
UA - Ucraina 584
TR - Turchia 335
DE - Germania 327
GB - Regno Unito 227
PL - Polonia 186
SG - Singapore 167
FI - Finlandia 131
SE - Svezia 103
FR - Francia 42
ES - Italia 23
ID - Indonesia 16
IR - Iran 15
NL - Olanda 15
BR - Brasile 14
CA - Canada 14
BE - Belgio 12
IN - India 12
JP - Giappone 12
RU - Federazione Russa 9
CH - Svizzera 6
CZ - Repubblica Ceca 6
KR - Corea 6
MY - Malesia 5
RO - Romania 5
TW - Taiwan 5
CL - Cile 3
DZ - Algeria 3
HK - Hong Kong 3
NE - Niger 3
AU - Australia 2
CO - Colombia 2
DK - Danimarca 2
EG - Egitto 2
EU - Europa 2
MA - Marocco 2
NZ - Nuova Zelanda 2
VN - Vietnam 2
AT - Austria 1
BG - Bulgaria 1
BY - Bielorussia 1
HR - Croazia 1
IE - Irlanda 1
IL - Israele 1
KH - Cambogia 1
NO - Norvegia 1
TH - Thailandia 1
Totale 9.908
Città #
Woodbridge 670
Jacksonville 664
Fairfield 639
Chandler 619
Houston 410
Ann Arbor 364
Wilmington 294
Ashburn 281
Izmir 255
Seattle 229
Addison 209
Nanjing 202
Ferrara 195
Warsaw 185
Cambridge 180
Princeton 161
Boardman 108
Beijing 96
Singapore 93
Milan 90
Dearborn 78
San Diego 68
Shanghai 63
Jiaxing 60
Nanchang 59
Shenyang 53
Bremen 51
Hebei 41
Tianjin 35
Changsha 30
Redwood City 29
Rome 26
Norwalk 22
Kunming 21
Mountain View 20
Los Angeles 18
Orange 18
Falls Church 17
Padova 17
Jinan 16
Pontecchio Polesine 16
Jakarta 14
Zhengzhou 14
Ningbo 13
Bologna 12
Indiana 12
London 12
Tappahannock 11
Des Moines 10
Florence 10
Helsinki 10
Redmond 10
Taizhou 10
Trento 10
Zaragoza 10
Chicago 9
Auburn Hills 8
Ferrara di Monte Baldo 8
Parma 8
San Francisco 8
San Mateo 8
Barcelona 7
Brussels 7
Guangzhou 7
Portsmouth 7
Tokyo 7
Borgonovo Val Tidone 6
Lanzhou 6
Montréal 6
Munich 6
Palermo 6
Verona 6
Wuhan 6
Bari 5
Bergamo 5
Catania 5
Changchun 5
Mcallen 5
Molfetta 5
New York 5
Taipei 5
Torino 5
Birjand 4
Bogen 4
Chennai 4
Fuzhou 4
Hangzhou 4
Kilburn 4
Naples 4
Stockholm 4
Turin 4
Zurich 4
Brescia 3
Columbus 3
Council Bluffs 3
Fidenza 3
Giugliano in Campania 3
Gloucester 3
Hefei 3
Hounslow 3
Totale 7.095
Nome #
Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps 154
Well balancing of the SWE schemes for moving-water steady flows 152
A comparison between bottom-discontinuity numerical treatments in the DG framework 147
Numerical methods for hydraulic transients in visco-elastic pipes 134
Momentum balance in the shallow water equations on bottom discontinuities 132
Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data 131
A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains 125
Alcuni schemi path-conservativi per l’integrazione delle acque basse su fondo mobile 123
Finite volume scheme for 2D shallow-water equations:application to a flood event in the Toce River 120
Efficient analytical implementation of the DOT Riemann solver for the de Saint Venant–Exner morphodynamic model 117
High-order balanced CWENO scheme for movable bed Shallow Water Equations 115
Numerical modelling of open channel junctions using the Riemann problem approach 115
A 2D local discontinuous Galerkin method for contaminant transport in channel bends 114
The turbulent structure of the flow field generated by a hydrofoil in stalling condition beneath a water-air interface 114
Mathematical study of linear morphodynamic acceleration and derivation of the MASSPEED approach 114
Analytical findings for power law cross-sections: Uniform flow depth 112
Instability and kinematic for sand-water mixture or dry sand flowing past a circular cylinder 111
null 110
A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends 108
Thermal Instability of a Power-Law Fluid Flowing in a Horizontal Porous Layer with an Open Boundary: A Two-Dimensional Analysis 108
Depth-energy and depth-force relationships in open channel flows: analytical findings 106
Fourth-order balanced source term treatment in Central WENO schemes for Shallow Water Equations 104
Experimental study of the grain-water mixture flow past a cylinder of different shapes 102
Numerical modelling of alternate bars in shallow channels 101
Linear and angular momentum conservation for the hydraulic jump in converging channels 101
Experiments on the two-dimensional flow of a grain–water mixture past a circular cylinder 101
Linear and angular momentum conservation in hydraulic jump in diverging channels 99
Brief analysis of shallow water equations suitability to numerically simulate supercritical flow in sharp bends. 98
DISCONTINUITÀ DEL FONDO NELL’AMBITO DELLE EQUAZIONI ALLE ACQUE BASSE 98
Fourth order balanced WENO schemes for shallow water equations 97
Hydrodynamic instability of multiple four-wave mixing 97
Analysis of a boundary layer of a granular mixture flowing past a plate at zero incidence 95
Linear and angular momentum conservation in hydraulic jump 95
SCHEMI WENO BILANCIATI DEL QUARTO ORDINE PER L’IDRODINAMICA ALLE ACQUE BASSE 91
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] 89
Finite Volume Method for Simulating Extreme Flood Events in Natural Channels 88
null 88
The Selfish-Brain hypothesis as possible cause of arterial hypertension: a modeling study 88
Central WENO schemes for shallow water movable bed equations 86
Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections 85
null 85
A study of the hydrodynamics of the coastal lagoon "Valli di Comacchio" 83
null 83
Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme 80
Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross-sections 80
Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system 79
Case Study: Malpasset Dam-Break Simulation Using a 2D Finite Volume Method 77
The augmented FSI system for blood flow in viscoelastic vessels solved with IMEX schemes 74
SCHEMI CWENO DI ORDINE ELEVATO PER CORRENTI A FONDO MOBILE 74
Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations 74
Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 72
Numerical simulation of flow, scalar transport and bed deformations in meandering channels 70
Numerical methods for Shallow Water Equations with fixed and movable bed: recent experiences of Hydraulics group at Ferrara 70
A mathematical model for dam-break over movable bed 70
Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 69
The well-balancing of a RKDG method on domains with curved boundaries 66
Discussion about "The von Kàrmàn coefficient in sediment laden flow" 65
Closure to: Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 65
Generation and development of alternate bars: numerical modelling 65
On the source terms treatment in 1D natural rivers simulation 65
Dam break in rectangular channels with different upstream-downstream widths 65
Dam break modeling for sediment laden flows 65
Classical Hydraulic Jump: a First Comparison of a Theoretical Solution with Experimental Results 63
Trattamento numerico bilanciato delle discontinuità del fondo per gli schemi WENO alle acque basse 63
Well balanced HWENO scheme for Shallow Water Equations 63
An engineering approach to the source terms treatment in Shallow Water Equations 63
Rapid transients in free-surface flows with movable bed: a 2-D numerical solution 62
MORSPEED: a new concept for the speedup of morphological simulations 62
Numerical simulation of dam break flow on granular bed: intense sediment transport vs. debris-flow modeling 61
Closure to Case Study: Malpasset Dam-break Simulation using a 2D Finite Volume Method 61
RAYLEIGH-BÉNARD INSTABILITY OF THE POWER-LAW FLUID FLOW IN A POROUS MEDIUM: NUMERICAL AND EXPERIMENTAL ANALYSIS 61
Modellazione del flusso sanguigno in vasi viscoelastici 61
"RIVERBANK FILTRATION” DI ACQUE SUPERFICIALI A MONTE DELLA POTABILIZZAZIONE - IL CASO DELLA CITTÀ DI FERRARA 59
Bilancio dinamico nel risalto idraulico in canali divergenti 59
Improvement of an unstructured grid Finite Volume scheme for flood simulation 58
Management of a complex open channel network during flood events 58
Nuove esperienze su correnti uniformi con trasporto di sedimenti in sospensione: la metodologia sperimentale ed alcuni risultati. 58
Modello bidimensionale del deflusso per tracimazione di uno sbarramento in materiale sciolti 57
A comparison between energy-balanced schemes for the moving-water steady flows 57
The comparison of theoretical solution and experimental measurement of a hydraulic jump 56
A comparison between computed and measured bed evolution in a river bend 56
Modelling Solute Transport in Meandering Channels using a High-order DG Method 56
A RKDG scheme for 2D SWE on curved boundary domains 55
A granular - fluid model of the stress transfer from the fluid to the bed 55
Hydraulic jump in a divergent channel 55
Near bed phenomena in sediment transport: the bed condition as an internal condition 55
Modello fisico della nuova conca di Pontelagoscuro 55
A New analysis for Coleman's data on suspended sediment profiles 55
Supercritical flow in sharp bends 53
Sui profili di concentrazione in moto uniforme 53
Schemi CWENO per l’integrazione numerica delle equazioni alle acque basse 52
Uno schema RKDG per l'integrazione delle equazioni alle acque basse su domini con contorni curvilinei 52
Mathematical Modeling Of The Dispersion-Diffusion Of Momentum And Solutes In Channel Bends 52
Modelli numerici per lo studio di fenomeni transitori idraulici in condotte viscoelastiche 52
Effects of free surface curvature on radial, inviscid flows 51
Modelling diffusion of suspended sediments in natural streams 51
Trasporto solido ed evoluzione plano-altimetrica dell'alveo 51
Un nuovo schema HWENO per l’integrazione delle equazioni alle acque basse 50
On the sediment concentration at the reference level 50
Idraulica delle correnti a superficie libera (moto uniforme - moto permanente) 49
Totale 8.101
Categoria #
all - tutte 42.090
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 738
Totale 42.828


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.920 405 51 59 268 97 225 176 205 129 193 83 29
2020/20211.825 166 133 99 166 109 219 75 227 72 302 174 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
2024/2025100 100 0 0 0 0 0 0 0 0 0 0 0
Totale 10.161