TECHNICAL PAPERS
Nov 1, 1992

Diversion Oil Booms in Current

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 118, Issue 6

Abstract

Diversion boom approaches are developed to contain oil spills close to shore when high‐current velocities prevent normal booming operations. In the diversion boom configuration, one end is anchored outside the spill, while the other is secured to shore. The boom is angled to the current to deflect the oil towards a shore pickup point. Boom configuration (planform shape) must be designed for each site‐specific current environment to prevent leakage under the boom. A mathematical model relating mooring points, boom parameters, and current is developed, calibrated, and validated. The model is applied, as a representative example, to the design of a boom configuration for the Northeast Petroleum terminal on the Piscataqua River, N.H. Current information is obtained, and trial configurations are evaluated employing the model and using a leakage criterion of 0.31 m/s (0.6 knots) for the maximum normal component of current. The recommended design is found to behave as predicted in a demonstration experiment (without oil). Thus, the model and design procedures are observed to be suitable for diversion configuration design in high‐speed currents.

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References

1.
Berteaux, H. O. (1976). Buoy engineering. John Wiley and Sons, New York, N.Y.
2.
Breslin, M. K. (1978). “Boom configuration tests for calm‐water, medium‐current oil spill diversion.” EPA Report EPA‐600/2‐78‐186, NTIS No. PB‐287 754, Environ. Protection Agency, Cincinnati, Ohio.
3.
Cross, R. H., and Hoult, D. P. (1970). “Oil booms in tidal currents.” Proc. of the Twelfth Coastal Engrg. Conference, ASCE, III, 1745–1758.
4.
Goodwin, C. E. (1991). “Diversion oil boom modeling and design,” MS thesis, University of New Hampshire, Durham, New Hampshire.
5.
Larabee, R. M., and Brown, G. A. (1974). “An in‐situ investigation of oil barrier shape and drag coefficients.” NTIS Report No. 6‐D‐161‐75, Nat. Tech. Information Service, Springfield, Va.
6.
LeCompagnon, G. (1984). “Study of a divergent boom for oil spill control in a high current regime,” MS thesis, University of New Hampshire, Durham, New Hampshire.
7.
Milgram, J. (1971). “Forces and motions of a flexible floating barrier.” J. Hydronautics, 5(2), 41–51.
8.
Portsmouth Harbor oil pollution control project. (1983). New Hampshire Water Supply and Pollution Control Commission, Concord, N.H.
9.
Savage, G. H., Celikkol, B., and Swift, M. R. (1982). “Emergency oil spill containment and removal strategies for Piscataqua River terminals.” Final Report to the WSPCC, Univ. of New Hampshire, Durham, N.H.
10.
Schmidt, E. (1980). “Dispersion studies in the Piscataqua River.” UNH Sea Grant Technical Report UNH‐SG‐157, Univ. of New Hampshire, Durham, N.H.
11.
Smith, M. F. (1975). Planning, equipment and training for oil pollution control. Slickbar, Southport, Conn.
12.
Swenson, E., Brown, W. S., and Trask, R. (1977). “The Great Bay estuarine field program 1977 data report part I: Currents and sea level.” UNH Sea Grant Technical Report UNH‐SG‐157, Univ. of New Hampshire, Durham, N.H.
13.
Swift, M. R., and Brown, W. S. (1983). “Distribution of bottom stress and tidal energy dissipation in a well‐mixed estuary.” Estuarine Coastal and Shelf Sci., 17(3), 297–317.
14.
Swift, M. R., Celikkol, B., and Savage, G. H. (1990). “Diversion booms in the Piscataqua River, N.H.” Oil spills: Management and legislative implications. M.I. Spaulding and M. Reed, eds., ASCE, 528–540.
15.
Thaller, A. M. O. L. (1983). “Modeling of oil booms in high speed currents,” MS thesis, University of New Hampshire, Durham, New Hampshire.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 118Issue 6November 1992
Pages: 587 - 598

History

Published online: Nov 1, 1992
Published in print: Nov 1992

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Authors

Affiliations

M. Robinson Swift
Assoc. Prof., Dept. of Mech. Engrg., Univ. of New Hampshire, Durham, NH 03824
Barbaras Celikkol
Assoc. Prof., Dept. of Mech. Engrg., Univ. of New Hampshire, Durham, NH
Gilles LeCompagnon
Engr., Kingston‐Warren Corp., Newfields, NH
Chris E. Goodwin
Engr., Badger Engrg., 1 Broadway, Cambridge, MA

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