Pilar Brufau

Dr. Pilar Brufau

orcid

Research Focus & Metrics

Academic Career Length

23Years (2004-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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4 May 2004 in International Journal for Numerical Methods in Fluids
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Journal Article
Closed access
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PBPilar Brufau
Pilar Brufau
PGP. García‐Navarro
P. García‐Navarro
MVM. E. Vázquez‐Cendón
M. E. Vázquez‐Cendón

23 May 2005 in International Journal for Numerical Methods in Fluids
Verified
Journal Article
Closed access
PDF file
JMJ. Murillo
J. Murillo
JBJavier Burguete
Javier Burguete
PBPilar Brufau
Pilar Brufau
PNPilar García Navarro
Pilar García Navarro

7 September 2005 in International Journal for Numerical Methods in Fluids
Verified
Journal Article
Closed access
PDF file
JMJ. Murillo
J. Murillo
PNPilar García Navarro
Pilar García Navarro
PBPilar Brufau
Pilar Brufau
JBJavier Burguete
Javier Burguete

7 January 2019 in Environmental Fluid Mechanics
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Journal Article
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IEIsabel Echeverribar
Isabel Echeverribar
Mario Morales-HernándezMario Morales-Hernández
Mario Morales-Hernández
PBPilar Brufau
Pilar Brufau
PNPilar García Navarro
Pilar García Navarro

1 October 2012 in Journal of Hydrologic Engineering
Verified
Journal Article
Closed access
DLD. López-Barrera
D. López-Barrera
PNPilar García Navarro
Pilar García Navarro
PBPilar Brufau
Pilar Brufau
JBJavier Burguete
Javier Burguete
In this paper, a distributed numerical model is proposed on the basis of (1) a hydrologic model for the water exchange laws; (2) a surface runoff model based on a hybrid two-dimensional (2D) diffusive/kinematic wave approximation able to calculate flow over all kinds of wet/dry ground surface slopes; (3) a groundwater flow model based on the 2D Darcy law for both saturated and partly saturated zones; (4) a 2D hillslope erosion model for the sediment transport; and (5) a explicit finite-volume discretization with specific schemes according to the characteristics of the flow equations, upwind for the hyperbolic equations and centered for the parabolic equations. The resulting model offers a variable time step, ensuring numerical stability with the time step size sensitive to the grid cell size in the diffusive wave case and an entropy correction of the upwind fluxes to ensure conservative solutions near local maxima in the slopes controlling the water movement. The validation and practical applicati...