SFERA Archivio dei prodotti della Ricerca dell'Università di Ferrara

VALIANI, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 10.383
AS - Asia 6.594
EU - Europa 4.216
SA - Sud America 1.276
Continente sconosciuto - Info sul continente non disponibili 287
AF - Africa 160
OC - Oceania 29
Totale 22.945
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Nazione #
US - Stati Uniti d'America 10.089
SG - Singapore 2.285
CN - Cina 1.633
IT - Italia 1.345
BR - Brasile 1.002
VN - Vietnam 698
UA - Ucraina 631
HK - Hong Kong 583
DE - Germania 542
TR - Turchia 379
GB - Regno Unito 336
FI - Finlandia 301
FR - Francia 256
JP - Giappone 218
PL - Polonia 217
RU - Federazione Russa 179
BD - Bangladesh 174
IN - India 142
SE - Svezia 125
CA - Canada 113
MX - Messico 108
ID - Indonesia 106
AR - Argentina 100
NL - Olanda 90
ES - Italia 63
IQ - Iraq 54
EC - Ecuador 47
ZA - Sudafrica 45
PK - Pakistan 41
MY - Malesia 38
CO - Colombia 34
PH - Filippine 29
SA - Arabia Saudita 29
MA - Marocco 28
CL - Cile 26
VE - Venezuela 26
AU - Australia 25
AE - Emirati Arabi Uniti 23
BE - Belgio 22
CR - Costa Rica 21
TW - Taiwan 21
IR - Iran 20
PY - Paraguay 19
TN - Tunisia 19
EG - Egitto 18
JM - Giamaica 18
CH - Svizzera 16
NP - Nepal 15
JO - Giordania 14
UZ - Uzbekistan 14
DZ - Algeria 12
KR - Corea 12
UY - Uruguay 12
AL - Albania 11
AT - Austria 11
KE - Kenya 11
LT - Lituania 11
AZ - Azerbaigian 10
RO - Romania 10
IL - Israele 8
LB - Libano 8
NI - Nicaragua 8
SK - Slovacchia (Repubblica Slovacca) 8
OM - Oman 7
TH - Thailandia 7
CZ - Repubblica Ceca 6
NG - Nigeria 6
BH - Bahrain 5
HN - Honduras 5
IE - Irlanda 5
PE - Perù 5
SN - Senegal 5
DO - Repubblica Dominicana 4
NO - Norvegia 4
PS - Palestinian Territory 4
PT - Portogallo 4
BG - Bulgaria 3
BY - Bielorussia 3
DK - Danimarca 3
ET - Etiopia 3
GT - Guatemala 3
HR - Croazia 3
KW - Kuwait 3
NE - Niger 3
PA - Panama 3
RS - Serbia 3
AO - Angola 2
BB - Barbados 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
Totale 22.634
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Città #
Singapore 1.501
Ashburn 854
San Jose 702
Woodbridge 671
Jacksonville 666
Fairfield 639
Chandler 619
Santa Clara 593
Hong Kong 568
Council Bluffs 464
Beijing 434
Houston 420
Ann Arbor 364
Wilmington 296
Ho Chi Minh City 256
Izmir 256
Seattle 235
Ferrara 210
Warsaw 210
Addison 209
Nanjing 205
Tokyo 203
Hanoi 186
Cambridge 180
Milan 170
Princeton 161
Helsinki 151
Lauterbourg 138
Munich 115
Boardman 110
New York 109
Los Angeles 100
Dallas 94
The Dalles 93
Mexico City 84
Dearborn 78
São Paulo 76
San Diego 72
Shanghai 72
Rome 63
Jiaxing 61
Nanchang 60
Jakarta 55
Shenyang 54
Bremen 51
Moscow 49
Tianjin 44
Hebei 41
Hefei 40
Toronto 39
Chicago 38
London 34
Da Nang 33
Changsha 32
Rio de Janeiro 31
Padova 29
Redwood City 29
San Francisco 27
Belo Horizonte 26
Orem 26
Chennai 25
Haiphong 25
Bologna 24
Stockholm 24
Buffalo 23
Norwalk 23
Baghdad 22
Columbus 22
Montreal 22
Phoenix 22
Atlanta 21
Kunming 21
Brasília 20
Denver 20
Frankfurt am Main 20
Johannesburg 20
Mountain View 20
Turin 20
Boston 19
Brooklyn 19
Kuala Lumpur 19
Philadelphia 19
Curitiba 18
Naples 18
Orange 18
Quito 18
Zhengzhou 18
Falls Church 17
Lahore 17
Porto Alegre 17
Trento 17
Washington 17
Florence 16
Jinan 16
Parma 16
Pontecchio Polesine 16
Sydney 16
Santiago 15
Des Moines 14
Barcelona 13
Totale 14.193
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Nome #
A comparison between bottom-discontinuity numerical treatments in the DG framework 277
Well balancing of the SWE schemes for moving-water steady flows 260
TERMINI SORGENTE DOVUTI ALLA PENDENZA DEL FONDO NELLE EQUAZIONI ALLE ACQUE BASSE: TRATTAZIONE STABILIZZANTE IN FORMA DI DIVERGENZA (DFB) 257
A 2D local discontinuous Galerkin method for contaminant transport in channel bends 255
Alcuni schemi path-conservativi per l’integrazione delle acque basse su fondo mobile 247
Computational hemodynamics in arteries with the one-dimensional augmented fluid-structure interaction system: viscoelastic parameters estimation and comparison with in-vivo data 239
A well-balanced, third-order-accurate RKDG scheme for SWE on curved boundary domains 236
Modellazione del flusso sanguigno in vasi viscoelastici 236
Modellazione del flusso sanguigno in reti di vasi viscoelastici 228
A study of the hydrodynamics of the coastal lagoon "Valli di Comacchio" 225
Efficient analytical implementation of the DOT Riemann solver for the de Saint Venant–Exner morphodynamic model 225
Free Surface Axially Symmetric Flows and Radial Hydraulic Jumps 223
A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends 220
Analytical findings for power law cross-sections: Uniform flow depth 216
Fourth-order balanced source term treatment in Central WENO schemes for Shallow Water Equations 211
Mathematical study of linear morphodynamic acceleration and derivation of the MASSPEED approach 209
Momentum balance in the shallow water equations on bottom discontinuities 205
Central WENO schemes for shallow water movable bed equations 201
Numerical methods for hydraulic transients in visco-elastic pipes 201
High-order balanced CWENO scheme for movable bed Shallow Water Equations 200
Instability and kinematic for sand-water mixture or dry sand flowing past a circular cylinder 199
Numerical modelling of alternate bars in shallow channels 199
A mathematical model for dam-break over movable bed 199
Finite volume scheme for 2D shallow-water equations:application to a flood event in the Toce River 198
Alcuni risultati su moti assialsimmetrici a superficie libera 197
MORSPEED: a new concept for the speedup of morphological simulations 194
The turbulent structure of the flow field generated by a hydrofoil in stalling condition beneath a water-air interface 189
Thermal Instability of a Power-Law Fluid Flowing in a Horizontal Porous Layer with an Open Boundary: A Two-Dimensional Analysis 187
Experiments on the two-dimensional flow of a grain–water mixture past a circular cylinder 186
The Selfish-Brain hypothesis as possible cause of arterial hypertension: a modeling study 186
Ruolo relativo delle proprietà cardiache e vascolari nella determinazione della pressione sanguigna 185
Experimental study of the grain-water mixture flow past a cylinder of different shapes 183
Depth-energy and depth-force relationships in open channel flows: analytical findings 181
Numerical modelling of open channel junctions using the Riemann problem approach 179
A RKDG scheme for 2D SWE on curved boundary domains 178
Junction Riemann problem for one-dimensional shallow water equations with bottom discontinuities and channels width variations 177
Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 172
Valutazione delle proprietà cardiache tramite l’analisi delle forme d’onda nel sistema cardiovascolare 171
"RIVERBANK FILTRATION” DI ACQUE SUPERFICIALI A MONTE DELLA POTABILIZZAZIONE - IL CASO DELLA CITTÀ DI FERRARA 170
An engineering approach to the source terms treatment in Shallow Water Equations 167
A comparison between bottom-discontinuity numerical treatments in the DG framework 166
Consistent treatment of boundary conditions for blood flow modeling in networks of viscoelastic vessels 164
Numerical methods for Shallow Water Equations with fixed and movable bed: recent experiences of Hydraulics group at Ferrara 164
Linear and angular momentum conservation for the hydraulic jump in converging channels 164
SCHEMI CWENO DI ORDINE ELEVATO PER CORRENTI A FONDO MOBILE 161
Linear and angular momentum conservation in hydraulic jump in diverging channels 159
Accuracy-preserving IMEX schemes applied to the augmented FSI system for blood flow in viscoelastic vessels 159
Modellazione del flusso sanguigno con sistema A-FSI: stima dei parametri e validazione in-vivo 159
Schemi CWENO per l’integrazione numerica delle equazioni alle acque basse 158
Brief analysis of shallow water equations suitability to numerically simulate supercritical flow in sharp bends. 158
Fourth order balanced WENO schemes for shallow water equations 158
Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen 157
Case Study: Malpasset Dam-Break Simulation Using a 2D Finite Volume Method 156
Modeling blood flow in viscoelastic vessels: the 1D augmented fluid–structure interaction system 156
Dam break in rectangular channels with different upstream-downstream widths 154
A one-dimensional augmented Shallow Water Equations system for channels of arbitrary cross-section 153
Generation and development of alternate bars: numerical modelling 153
SCHEMI WENO BILANCIATI DEL QUARTO ORDINE PER L’IDRODINAMICA ALLE ACQUE BASSE 152
Numerical simulation of flow, scalar transport and bed deformations in meandering channels 151
Linear and angular momentum conservation in hydraulic jump 151
A comparison of numerical methods for compressible flows in viscoelastic pipes 151
Analysis of a boundary layer of a granular mixture flowing past a plate at zero incidence 150
A comparison between energy-balanced schemes for the moving-water steady flows 149
Closure to: Divergence Form for Bed Slope Source Term (DFB) in Shallow Water Equations 147
DISCONTINUITÀ DEL FONDO NELL’AMBITO DELLE EQUAZIONI ALLE ACQUE BASSE 147
A granular-fluid model of the stress transfer from the fluid to the bed 146
Modello fisico della nuova conca di Pontelagoscuro 145
Well-Balanced Bottom Discontinuities Treatment for High-Order Shallow Water Equations WENO Scheme 144
Hydrodynamic instability of multiple four-wave mixing 144
Analytical inversion of specific energy–depth relationship in channels with parabolic cross-sections 143
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] 142
Trattamento numerico bilanciato delle discontinuità del fondo per gli schemi WENO alle acque basse 138
Finite Volume Method for Simulating Extreme Flood Events in Natural Channels 138
Rapid transients in free-surface flows with movable bed: a 2-D numerical solution 137
The well-balancing of a RKDG method on domains with curved boundaries 136
Modello numerico per l’idrodinamica, il trasporto di inquinanti e l’evoluzione morfologica di canali meandriformi 136
Cardiac contractility is a key factor in determining pulse pressure and its peripheral amplification 134
The augmented FSI system for blood flow in viscoelastic vessels solved with IMEX schemes 134
Modelling Solute Transport in Meandering Channels using a High-order DG Method 133
Comparison between computed and measured bed evolution in a river bend 132
Improvement of an unstructured grid Finite Volume scheme for flood simulation 130
Numerical simulation of dam break flow on granular bed: intense sediment transport vs. debris-flow modeling 130
On the source terms treatment in 1D natural rivers simulation 130
A comparison between different approaches for the numerical treatment of bottom discontinuities in a DG perspective 130
Dam break modeling for sediment laden flows 130
Depth–energy and depth–force relationships in open channel flows II: Analytical findings for power-law cross-sections 129
Modelli numerici per lo studio di fenomeni transitori idraulici in condotte viscoelastiche 128
Discussion about "The von Kàrmàn coefficient in sediment laden flow" 126
Evoluzione dell’alveo del Po conseguente a lavori per il miglioramento della navigabilità: simulazioni numeriche 125
Comparison between different methods to compute the numerical fluctuations in path-conservative schemes for SWE-Exner model 123
Sui profili di concentrazione in moto uniforme 122
Codice di calcolo ai volumi finiti per le equazioni alle acque basse: applicazione al crollo della diga di Malpasset 122
Bilancio dinamico nel risalto idraulico in canali divergenti 121
Effects of free surface curvature on radial, inviscid flows 120
Cinematica del campo di moto di miscele granulari in presenza di un ostacolo cilindrico 120
A New analysis for Coleman's data on suspended sediment profiles 120
Idraulica delle correnti a superficie libera (moto uniforme - moto permanente) 119
Finite volume scheme for 2D shallow-water equations:application to the Malpasset dam-break 119
Classical Hydraulic Jump: a First Comparison of a Theoretical Solution with Experimental Results 118
Supercritical flow in sharp bends 118
Totale 16.727
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Categoria #
all - tutte 105.157
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.842
Totale 106.999
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.053 0 0 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
2025/20268.385 650 437 777 1.239 1.102 493 757 576 795 1.021 344 194
2026/20271.230 305 513 412 0 0 0 0 0 0 0 0 0
Totale 22.945