SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

VALIANI, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 6.102
EU - Europa 2.338
AS - Asia 1.159
SA - Sud America 19
AF - Africa 10
OC - Oceania 4
Continente sconosciuto - Info sul continente non disponibili 2
Totale 9.634
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Nazione #
US - Stati Uniti d'America 6.090
CN - Cina 761
IT - Italia 660
UA - Ucraina 584
TR - Turchia 335
DE - Germania 326
GB - Regno Unito 225
PL - Polonia 186
FI - Finlandia 130
SE - Svezia 103
FR - Francia 41
ES - Italia 23
IR - Iran 15
NL - Olanda 15
BR - Brasile 14
BE - Belgio 12
CA - Canada 12
IN - India 12
JP - Giappone 12
RU - Federazione Russa 9
CH - Svizzera 6
CZ - Repubblica Ceca 5
MY - Malesia 5
RO - Romania 5
TW - Taiwan 5
KR - Corea 4
CL - Cile 3
DZ - Algeria 3
ID - Indonesia 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
HK - Hong Kong 1
HR - Croazia 1
IE - Irlanda 1
IL - Israele 1
KH - Cambogia 1
NO - Norvegia 1
SG - Singapore 1
TH - Thailandia 1
Totale 9.634
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Città #
Woodbridge 670
Jacksonville 664
Fairfield 639
Chandler 619
Houston 410
Ann Arbor 364
Wilmington 294
Ashburn 269
Izmir 255
Seattle 229
Addison 209
Nanjing 202
Ferrara 195
Warsaw 185
Cambridge 180
Princeton 161
Boardman 107
Beijing 96
Milan 82
Dearborn 78
San Diego 68
Jiaxing 60
Nanchang 59
Shenyang 53
Bremen 51
Shanghai 50
Hebei 41
Tianjin 35
Changsha 30
Redwood City 29
Rome 24
Norwalk 22
Kunming 21
Mountain View 20
Orange 18
Falls Church 17
Jinan 16
Los Angeles 16
Pontecchio Polesine 16
Padova 15
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
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
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
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
Istanbul 3
Modena 3
Niamey 3
Noicattaro 3
Ottawa 3
Totale 6.945
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Nome #
Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps 153
Well balancing of the SWE schemes for moving-water steady flows 150
A comparison between bottom-discontinuity numerical treatments in the DG framework 145
Numerical methods for hydraulic transients in visco-elastic pipes 133
Momentum balance in the shallow water equations on bottom discontinuities 130
Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data 130
A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains 123
Finite volume scheme for 2D shallow-water equations:application to a flood event in the Toce River 119
Alcuni schemi path-conservativi per l’integrazione delle acque basse su fondo mobile 115
Numerical modelling of open channel junctions using the Riemann problem approach 114
High-order balanced CWENO scheme for movable bed Shallow Water Equations 113
A 2D local discontinuous Galerkin method for contaminant transport in channel bends 113
Mathematical study of linear morphodynamic acceleration and derivation of the MASSPEED approach 112
The turbulent structure of the flow field generated by a hydrofoil in stalling condition beneath a water-air interface 111
null 110
Analytical findings for power law cross-sections: Uniform flow depth 110
Instability and kinematic for sand-water mixture or dry sand flowing past a circular cylinder 109
Efficient analytical implementation of the DOT Riemann solver for the de Saint Venant–Exner morphodynamic model 109
A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends 107
Thermal Instability of a Power-Law Fluid Flowing in a Horizontal Porous Layer with an Open Boundary: A Two-Dimensional Analysis 106
Depth-energy and depth-force relationships in open channel flows: analytical findings 105
Fourth-order balanced source term treatment in Central WENO schemes for Shallow Water Equations 103
Experimental study of the grain-water mixture flow past a cylinder of different shapes 101
Numerical modelling of alternate bars in shallow channels 100
Linear and angular momentum conservation for the hydraulic jump in converging channels 100
Experiments on the two-dimensional flow of a grain–water mixture past a circular cylinder 100
Linear and angular momentum conservation in hydraulic jump in diverging channels 98
Brief analysis of shallow water equations suitability to numerically simulate supercritical flow in sharp bends. 96
Fourth order balanced WENO schemes for shallow water equations 96
Hydrodynamic instability of multiple four-wave mixing 96
Analysis of a boundary layer of a granular mixture flowing past a plate at zero incidence 94
Linear and angular momentum conservation in hydraulic jump 94
DISCONTINUITÀ DEL FONDO NELL’AMBITO DELLE EQUAZIONI ALLE ACQUE BASSE 94
SCHEMI WENO BILANCIATI DEL QUARTO ORDINE PER L’IDRODINAMICA ALLE ACQUE BASSE 90
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] 88
null 88
Finite Volume Method for Simulating Extreme Flood Events in Natural Channels 87
Central WENO schemes for shallow water movable bed equations 85
null 85
Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections 84
The Selfish-Brain hypothesis as possible cause of arterial hypertension: a modeling study 83
null 83
A study of the hydrodynamics of the coastal lagoon "Valli di Comacchio" 82
Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross-sections 79
Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system 78
Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme 77
Case Study: Malpasset Dam-Break Simulation Using a 2D Finite Volume Method 74
SCHEMI CWENO DI ORDINE ELEVATO PER CORRENTI A FONDO MOBILE 73
Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations 73
The augmented FSI system for blood flow in viscoelastic vessels solved with IMEX schemes 72
Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 69
Numerical methods for Shallow Water Equations with fixed and movable bed: recent experiences of Hydraulics group at Ferrara 69
Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 68
Numerical simulation of flow, scalar transport and bed deformations in meandering channels 67
A mathematical model for dam-break over movable bed 67
Discussion about "The von Kàrmàn coefficient in sediment laden flow" 64
Closure to: Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 64
On the source terms treatment in 1D natural rivers simulation 64
The well-balancing of a RKDG method on domains with curved boundaries 64
Dam break in rectangular channels with different upstream-downstream widths 64
Dam break modeling for sediment laden flows 64
Classical Hydraulic Jump: a First Comparison of a Theoretical Solution with Experimental Results 63
Generation and development of alternate bars: numerical modelling 63
Trattamento numerico bilanciato delle discontinuità del fondo per gli schemi WENO alle acque basse 62
Well balanced HWENO scheme for Shallow Water Equations 62
An engineering approach to the source terms treatment in Shallow Water Equations 62
MORSPEED: a new concept for the speedup of morphological simulations 61
Numerical simulation of dam break flow on granular bed: intense sediment transport vs. debris-flow modeling 60
Closure to Case Study: Malpasset Dam-break Simulation using a 2D Finite Volume Method 60
RAYLEIGH-BÉNARD INSTABILITY OF THE POWER-LAW FLUID FLOW IN A POROUS MEDIUM: NUMERICAL AND EXPERIMENTAL ANALYSIS 60
"RIVERBANK FILTRATION” DI ACQUE SUPERFICIALI A MONTE DELLA POTABILIZZAZIONE - IL CASO DELLA CITTÀ DI FERRARA 58
Rapid transients in free-surface flows with movable bed: a 2-D numerical solution 58
Improvement of an unstructured grid Finite Volume scheme for flood simulation 57
Management of a complex open channel network during flood events 57
Bilancio dinamico nel risalto idraulico in canali divergenti 57
The comparison of theoretical solution and experimental measurement of a hydraulic jump 56
Modello bidimensionale del deflusso per tracimazione di uno sbarramento in materiale sciolti 56
A comparison between energy-balanced schemes for the moving-water steady flows 56
A comparison between computed and measured bed evolution in a river bend 55
Modelling Solute Transport in Meandering Channels using a High-order DG Method 55
Nuove esperienze su correnti uniformi con trasporto di sedimenti in sospensione: la metodologia sperimentale ed alcuni risultati. 55
A granular - fluid model of the stress transfer from the fluid to the bed 54
Hydraulic jump in a divergent channel 54
Modello fisico della nuova conca di Pontelagoscuro 54
A New analysis for Coleman's data on suspended sediment profiles 54
A RKDG scheme for 2D SWE on curved boundary domains 53
Supercritical flow in sharp bends 52
Near bed phenomena in sediment transport: the bed condition as an internal condition 52
Uno schema RKDG per l'integrazione delle equazioni alle acque basse su domini con contorni curvilinei 52
Modellazione del flusso sanguigno in vasi viscoelastici 52
Mathematical Modeling Of The Dispersion-Diffusion Of Momentum And Solutes In Channel Bends 51
Effects of free surface curvature on radial, inviscid flows 50
Schemi CWENO per l’integrazione numerica delle equazioni alle acque basse 50
Modelling diffusion of suspended sediments in natural streams 50
Trasporto solido ed evoluzione plano-altimetrica dell'alveo 50
Sui profili di concentrazione in moto uniforme 50
Un nuovo schema HWENO per l’integrazione delle equazioni alle acque basse 49
Bilancio dinamico nel risalto idraulico in canali convergenti 49
Evoluzione dell’alveo del Po conseguente a lavori per il miglioramento della navigabilità: simulazioni numeriche 48
Hydraulic jump in diverging channels 48
Totale 7.939
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Categoria #
all - tutte 37.297
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 660
Totale 37.957
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019738 0 0 0 0 0 0 0 0 0 0 190 548
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
2023/2024407 76 90 29 26 31 10 32 29 19 35 30 0
Totale 9.883