Follow
Pilar Garcia-Navarro
Pilar Garcia-Navarro
Mecánica de Fluidos-Universidad Zaragoza-I3A
Verified email at unizar.es
Title
Cited by
Cited by
Year
A high‐resolution Godunov‐type scheme in finite volumes for the 2D shallow‐water equations
F Alcrudo, P Garcia‐Navarro
International Journal for Numerical Methods in Fluids 16 (6), 489-505, 1993
7181993
A numerical model for the flooding and drying of irregular domains
P Brufau, ME Vázquez‐Cendón, P García‐Navarro
International Journal for Numerical Methods in Fluids 39 (3), 247-275, 2002
4232002
Flux difference splitting and the balancing of source terms and flux gradients
ME Hubbard, P Garcia-Navarro
Journal of Computational Physics 165 (1), 89-125, 2000
4092000
On numerical treatment of the source terms in the shallow water equations
P Garcia-Navarro, ME Vazquez-Cendon
Computers & Fluids 29 (8), 951-979, 2000
3822000
Zero mass error using unsteady wetting–drying conditions in shallow flows over dry irregular topography
P Brufau, P García‐Navarro, ME Vázquez‐Cendón
International Journal for Numerical Methods in Fluids 45 (10), 1047-1082, 2004
3032004
Weak solutions for partial differential equations with source terms: Application to the shallow water equations
J Murillo, P García-Navarro
Journal of Computational Physics 229 (11), 4327-4368, 2010
2512010
1-D open-channel flow simulation using TVD-McCormack scheme
P Garcia-Navarro, F Alcrudo, JM Saviron
Journal of Hydraulic Engineering 118 (10), 1359-1372, 1992
2471992
Two‐dimensional dam break flow simulation
P Brufau, P Garcia‐Navarro
International Journal for numerical methods in fluids 33 (1), 35-57, 2000
2182000
Efficient construction of high‐resolution TVD conservative schemes for equations with source terms: application to shallow water flows
J Burguete, P García‐Navarro
International journal for numerical methods in fluids 37 (2), 209-248, 2001
1922001
Godunov-type methods for free-surface shallow flows: A review
EF Toro, P Garcia-Navarro
Journal of Hydraulic Research 45 (6), 736-751, 2007
1872007
1D mathematical modelling of debris flow
P Brufau, P Garcia-Navarro, P Ghilardi, L Natale, F Savi
Journal of hydraulic research 38 (6), 435-446, 2000
1772000
Flux difference splitting for 1D open channel flow equations
F Alcrudo, P Garcia‐Navarro, JM Saviron
International Journal for Numerical Methods in Fluids 14 (9), 1009-1018, 1992
1591992
McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow
P Garcia-Navarro, JM Saviron
Journal of Hydraulic Research 30 (1), 95-105, 1992
1511992
Influence of mesh structure on 2D full shallow water equations and SCS Curve Number simulation of rainfall/runoff events
D Caviedes-Voullième, P García-Navarro, J Murillo
Journal of Hydrology, 2012
1492012
Rainfall/runoff simulation with 2D full shallow water equations: Sensitivity analysis and calibration of infiltration parameters
J Fernández-Pato, D Caviedes-Voullième, P García-Navarro
Journal of hydrology 536, 496-513, 2016
1472016
An Exner-based coupled model for two-dimensional transient flow over erodible bed
J Murillo, P García-Navarro
Journal of Computational Physics 229 (23), 8704-8732, 2010
1332010
The influence of source terms on stability, accuracy and conservation in two‐dimensional shallow flow simulation using triangular finite volumes
J Murillo, P García‐Navarro, J Burguete, P Brufau
International journal for numerical methods in fluids 54 (5), 543-590, 2007
1122007
A conservative strategy to couple 1D and 2D models for shallow water flow simulation
M Morales-Hernández, P García-Navarro, J Burguete, P Brufau
Computers & Fluids 81, 26-44, 2013
1102013
Unsteady free surface flow simulation over complex topography with a multidimensional upwind technique
P Brufau, P Garcıa-Navarro
Journal of Computational Physics 186 (2), 503-526, 2003
1092003
An implicit method for water flow modelling in channels and pipes
P Garcia-Navarro, F Alcrudo, A Priestley
Journal of hydraulic research 32 (5), 721-742, 1994
1091994
The system can't perform the operation now. Try again later.
Articles 1–20