TECHNICAL PAPERS
Aug 1, 2001

Oil Containment by Boom in Waves and Wind. I: Numerical Model

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127, Issue 4

Abstract

The effectiveness of a boom is associated with the hydrodynamics in the vicinity of the oil slick that it is attempting to contain, especially under open-sea conditions. A comprehensive investigation of oil containment is provided under various current, wave, and wind conditions. In this paper, a local two-phase nonlinear hydrodynamic numerical model is developed to simulate oil containment by a fixed boom under open-sea conditions. The shape of an oil slick is a function of time, and unstable waves may develop along the oil-water interfacial boundary. This paper describes a simulation of the behavior of the oil slick and deals with important interfacial boundary conditions. A nonhydrostatic pressure is introduced to accommodate the complicated local flow near the oil slick and a successive overrelaxation method is used to solve the pressure equation. A comparison is made of the oil slick shape with and without the hydrostatic pressure assumption. Some simple simulations of free-surface elevations under a number of wave conditions are performed to verify the numerical model. The computed results are in general agreement with those obtained from previous experiments.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Agrawal, R. K., and Hale, L. A. ( 1974). “A new criterion for predicting headwave instability of an oil slick retained by a barrier.” Proc., 6th Offshore Technol. Conf., 461–466.
2.
Brown, H. M., Goodman, R. H., An, C.-F., and Bittner, J. ( 1997). “Boom failure mechanisms: Comparison of channel experiments with computer modelling results.” Proc., 20th Arctic and Marine Oil Spill Program (AMOP) Tech. Seminar, 457–467.
3.
Chau, K. W., and Jin, H. S. ( 1995). “Numerical solution of two-layer, two-dimensional tidal flow in a boundary-fitted orthogonal curvilinear coordinate system.” Int. J. Numer. Methods, 21, 1087–1107.
4.
Clavelle, E. J., and Rowe, R. D. ( 1993). “Numerical simulation of oil boom failure by critical accumulation.” Proc., 16th Arctic and Marine Oil Spill Program (AMOP) Tech. Seminar, 409–417.
5.
Cross, R. H., and Hoult, D. P. (1971). “Collection of oil slicks.”J. Wtrwy., Harb. and Coast. Engrg. Div., ASCE, 97(2), 313–322.
6.
Davies, A. M. ( 1987). “Spectral models in continental shelf sea oceanography.” Three-dimensional coastal ocean models, N. S. Heaps, editor, American Geophysical Union, Washington, D.C., 71–105.
7.
Delvigne, G. A. L. ( 1983). “Madinat Yanbu Al-sinaiyah coastal modelling study.” Rep. M. 1g11, Delft Hydraulics, Delft, The Netherlands.
8.
Delvigne, G. A. L. ( 1989). “Barrier failure by critical accumulation of viscous oil.” Proc., 1989 Oil Spill Conf., 143–148.
9.
Ertekin, R. C., and Sundararaghavan, H. ( 1995). “The calculation of the instability criterion for a uniform viscous flow past an oil boom.” J. Offshore Mech. and Arctic Engrg., 117, 24–29.
10.
Fang, F. ( 1999). “Viscous oil contained under open sea conditions.” PhD thesis, James Cook University, Townsville, Australia.
11.
Fang, F., and Johnston, A. J. (2001a). “Oil containment by boom in waves and wind. II: Waves.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 127(4), 228–233.
12.
Fang, F., and Johnston, A. J. (2001b). “Oil containment by boom in waves and wind. III: Containment failure.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 127(4), 234–239.
13.
Goodman, R. H., Brown, H. M., An, C.-F., and Rowe, R. D. ( 1997). “Dynamic modelling of oil boom failure using computational fluid dynamics.” Proc., 20th Arctic and Marine Oil Spill Program (AMOP) Tech. Seminar, 437–455.
14.
Johns, B. ( 1978). “The modelling of tidal flow in a channel using a turbulence energy closure scheme.” J. Phys. Oceanography, 8, 1042–1049.
15.
Johnston, A. J., Fitzmaurice, M. R., and Watt, R. G. M. ( 1993). “Oil spill containment: Viscous oils.” Proc., 1993 Oil Spill Conf., 89–94.
16.
Kim, M. H., Muralidharan, S., Kee, S. T., Johnston, R. P., and Seymour, R. J. ( 1998). “Seakeeping performance of a containment boom section in random waves and currents.” Oc. Engrg., 25(2-3), 143–172.
17.
Kordyban, E. ( 1990). “The behavior of the oil-water interface at a planar boom.” J. Energy Resour. Technol., 90(112), 90–95.
18.
Kordyban, E. ( 1992). “The effect of waves on the oil slick at a retention boom.” J. Energy Resour. Technol., 114, 31–37.
19.
Kowalik, Z., and Murty, T. S. ( 1993). Numerical modelling of ocean dynamics, World Scientific, Singapore.
20.
Lau, Y. L., and Moir, J. (1979). “Booms used for oil slick control.”J. Envir. Engrg. Div., ASCE, 105(2), 369–382.
21.
Lee, C. M., Kang, K. H., and Cho, N. S. ( 1998). “Trapping of leaked oil with tandem oil fences with Langrangian analysis of oil droplet motion.” J. Offshore Mech. and Arctic Engrg., 120, 50–55.
22.
Leibovich, S. ( 1976). “Oil slick instability and the entrainment failure of oil containment booms.” J. Fluids Engrg., 98, 98–105.
23.
Lo, J.-M. ( 1996). “Laboratory investigation of single floating booms and a series of booms in the prevention of oil slick and jellyfish movement.” Oc. Engrg., 23(6), 519–531.
24.
Moloney, B. L. J. ( 1996). “Oil spill containment using booms.” Master's thesis, James Cook University, Townsville, Australia.
25.
Sundararaghavan, H., and Ertekin, R. C. ( 1997). “Near-boom oil-slick instability criterion in viscous flow and the influence of free-surface boundary conditions.” J. Energy Resour. Technol., 119, 26–33.
26.
Van Dyck, R. L. ( 1994). “Improving the performance of oil spill containment booms in waves.” Davidson Lab. Rep. 94-9-2700, Stevens Institute of Technology, Hoboken, N.J.
27.
Wick, M., III. ( 1969). “Fluid dynamics of floating oil containment by mechanical barriers in the presence of water current.” Proc., Joint Conf. on Prevention and Control of Oil Spills, American Petroleum Institute, New York, 55–105.
28.
Wilkinson, D. L. (1972). “Dynamics of contained oil slicks.”J. Hydr. Div. ASCE, 98(6), 1013–1030.
29.
Yih, C. S. ( 1980). Stratified flows, Academic, San Diego.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 127Issue 4August 2001
Pages: 222 - 227

History

Received: Jul 6, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Dr., Dept. of Civ. and Envir. Engrg., James Cook Univ., Australia; currently, Laboratoire des Etudes Géophysiques et Océanographiques Spatiales, CNES/Centre National de la Recherche Scientifique/OMP, Toulouse, France. E-mail: [email protected]
Prof., Facu. of Engrg., Univ. of Technol., Sydney, New South Wales 2007, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share