Pierre-Emmanuel Bournet

Prof. Pierre-Emmanuel Bournet


Research Focus & Metrics

Academic Career Length

29Years (1998-Present)

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

Representative Publications

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1 November 2010 in Computers and Electronics in Agriculture
Verified
Journal Article
Closed access
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
TBThierry Boulard
Thierry Boulard

1 May 2012 in Biosystems Engineering
Verified
Journal Article
Closed access
AKAbderzak Kichah
Abderzak Kichah
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
CMChristophe Migeon
Christophe Migeon
TBThierry Boulard
Thierry Boulard

1 September 2006 in Biosystems Engineering
Verified
Journal Article
Closed access
SKS.A. Ould Khaoua
S.A. Ould Khaoua
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
CMC. Migeon
C. Migeon
TBT. Boulard
T. Boulard
GCG. Chassériaux
G. Chassériaux

1 October 2007 in Biosystems Engineering
Verified
Journal Article
Closed access
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
SKS.A. Ould Khaoua
S.A. Ould Khaoua
TBT. Boulard
T. Boulard

1 June 2003 in International Journal of Heat and Mass Transfer
Verified
Journal Article
Closed access
GAGraciela Alvarez
Graciela Alvarez
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
DFDenis Flick
Denis Flick

1 June 1999 in Journal of Hydraulic Engineering
Verified
Journal Article
Closed access
PBPierre-Emmanuel Bournet
Pierre-Emmanuel Bournet
DDD. Dartus
D. Dartus
BTBruno Tassin
Bruno Tassin
BLBrigitte Vinçon Leite
Brigitte Vinçon Leite
When a buoyant inflow of higher density enters a reservoir, it sinks below the ambient water and forms an underflow. Downstream of the plunge point, the flow becomes progressively diluted due to the fluid entrainment. The entrainment rate is strongly dependent on the Richardson number and reaches a constant value well downstream of the plunge point. This study is concerned with the analysis of the plunging phenomenon and the determination of the entrainment. A k-ε model including buoyancy effects, both in a sloping and a diverging channel, is used to reproduce the main flow characteristics. A relation between the depth at the plunge point in a channel of constant width and in a diverging channel is established, and theoretical results for the calculation of the dense layer thickness are provided. The latter indicates that the spreading rate of the dense layer in a diverging channel is a function of both the entrainment rate and the channel width. The predictions of the plunge line location are in agreemen...