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Numerical modelling of boom and oil spill with SPH
Violeau D., Buvat C., Abed-Meraïm K., De Nanteuil E.
Coastal Engineering 54, 12 (2007) 895-913 - http://hal.archives-ouvertes.fr/hal-00375367
Articles dans des revues avec comité de lecture
Sciences de l'ingénieur/Mécanique/Mécanique des fluides
Physique/Mécanique/Mécanique des fluides
Numerical modelling of boom and oil spill with SPH
Damien Violeau ( ) 1, Clément Buvat 1, Kamel Abed-Meraïm () 2, Emmanuel De Nanteuil 3
1 :  Laboratoire National d'Hydraulique et Environnement (LNHE)
EDF Recherche et Développement
EDF R&D/Laboratoire National d'Hydraulique et Environnement, 6 quai Watier, 78400 Chatou, France
France
2 :  Laboratoire d'Étude des Phénomènes de Transfert et de l'Instantanéité : Agro-industrie et Bâtiment (LEPTIAB)
http://www.univ-larochelle.fr/spip.php?article1486
Université de La Rochelle : EA4226
Bâtiment Fourier Avenue Michel Crépeau F-17042 La Rochelle Cedex 1
France
3 :  CEDRE (CEDRE)
Ministère de l'Environnement
CEDRE, 715 rue Alain Colas, CS 41 836, 29 218 Brest cedex 2, France
France
The protection of coastal areas against oil pollution is often addressed with the use of floating booms. These bodies are subject to an empirical design always based on physical models. Indeed, the numerical modelling of a two-phase flow (oil and water) with complicated free surface in the vicinity of a floating body is a challenging issue. The Smoothed Particle Hydrodynamics (SPH) Lagrangian numerical method is appropriate to such simulations since it allows the modelling of complex motions and fluid–structure interactions. In this paper we first study the mechanism of oil leakage by entrainment due to combined turbulent production and buoyancy. Then, we present the main features of the SPH method in a turbulent formalism and apply this model to predict the motion of a boom and an oil spill in an open-channel and a wave flume, for three types of oil (heavy, light and emulsion). Numerical results are compared to experiments and used to depict criteria for oil leakage. It appears that oil leakage by entrainment occurs when the surface water velocity upstream the boom exceeds a critical value which was estimated around 0.5 m/s for a light oil under steady current. A more accurate criterion is derived from theoretical considerations and successfully compared to numerical experiments. In the case of wave flume, no validation from experiments could be made. However, it appears that leakage occurs from a critical wave height between 0.5 and 1.0 m, for the tested wave period of 4 s. A more extended panel of numerical tests would allow a better knowledge of the involved mechanisms and critical parameters. An extensive use of this model should extend our knowledge regarding the mechanisms of oil leakage under a boom and allow a better and easier design of booms in the near future.
Anglais
14/06/2006

Coastal Engineering
Publisher Elsevier
ISSN 0378-3839 
internationale
14/12/2007
54
12
895-913

SPH – Boom – Oil spill

collaboration
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Boom_SPH_submission.pdf(1 MB)