TECHNICAL PAPERS
Dec 1, 1995

Estimation of Burial Depths for Pipelines in Arctic Regions

Publication: Journal of Cold Regions Engineering
Volume 9, Issue 4

Abstract

Ice scouring poses a significant threat to underwater pipelines for offshore oil production facilities in ice-infested waters. For most locations, the only options against this hazard are to protect the pipeline by trenching, burial, or creative alignment. The optimal burial depths along the length of a pipeline are usually selected on the basis of a hazard model that describes the recurrence rate and severity of scouring along its length. Although sufficient data at a specific site are rarely available to accurately estimate the hazard model, several thousand scours have been documented over extended regions and can provide an estimate of scouring hazards at preliminary stages of design. The main features of the proposed model are a parametrization of the scouring hazard model as a function of water depth and exposure to the ice environment, and the propagation of uncertainties due to model incompleteness and sample size. The proposed model can be validated or readjusted at later stages of the project as more site-specific data become available. The application of the proposed model is demonstrated for the determination of the optimal burial depth for a hypothetical pipeline route.

Get full access to this article

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

References

1.
Barnes, P. W., McDowell, D., and Reimnitz, E. (1978). “Ice gouging characteristics: their changing patterns from 1975–1977, Beaufort Sea, Alaska.”USGS Open File Rep., 78-730, U.S. Geological Survey (USGS), Menlo Park, Calif.
2.
Barnes, P. W., Reimnitz, E., and Rearic, D. M. (1982). “Ice gouging characteristics related to sea-ice zonation, Beaufort Sea, Alaska.”Proc., Nat. Res. Council of Canada's Ice Scour Workshop, Montebello, Quebec, Canada, 185–219.
3.
Chouinard, L. E. (1993). “Design burial depth for pipelines in the U.S. Beaufort Sea.”Proc., Conf. on Port and Oc. Engrg. under Arctic Conditions.
4.
Comfort, G., Gilbert, G., and Ferregut, C. (1990). “Analysis of subscour stresses and probability of ice scour induced damage for buried pipelines.” Volume I. data base of key ice scour parameters.”Contractor Rep. submitted by Fleet Technology Ltd. and Canadian Seabed Research Ltd., Canada Oil and Gas Lands Admin., Energy, Mines and Resour. Indian and Northern Affairs, Ottawa, Ontario, Canada.
5.
Dickins, D. F., et al. (1991). “The ice environment affecting the distribution of new scours in the Canadian Beaufort Sea.”Rep., Atlantic Geoscience Centre, Bedford Institute of Oceanography, Dartmouth, Nova Scotia, Canada.
6.
Golder Associates Ltd. (1990). “Analysis of subscour stresses and probability of ice scour–induced damage for burial submarine pipelines. Vol. II. deterministic model of ice-soil-pipe interaction.”Rep., Canada Oil and Gas Lands Admin., Energy, Mines and Resour. Indian and Northern Affairs, Ottawa, Ontario, Canada.
7.
Green, H. P., Reddy, A. S., and Chari, T. R. (1983). “Iceberg scouring and pipeline burial depth.”Proc., POAC '83, 7th Int. Conf. on Port and Oc. Engrg. under Arctic Conditions, Vol. 1, 280–288.
8.
Lewis, C. F. M. (1978). “The frequency and magnitude of drift ice groundings from ice scour tracks in the Canadian Beaufort Sea.”Proc., 4th Int. Conf. on Port and Oc. Engrg. under Arctic Conditions, D. B. Muggridge, ed., Memorial Univ., St-John's, Newfoundland, Canada, Vol. 1, 568–579.
9.
Marcellus, R. W., and Roth, D. R. (1991). “Comparison of Canadian and Alaskan Beaufort Sea ice scour depth data and analysis methodologies.”Proc., 11th Conf. on Port and Oc. Engrg under Arctic Conditions, St-John's, Canada, 1004–1016.
10.
Murray, A., Ferregut, C., and Ritch, R. (1990). “Analysis of subscour stresses and probability of ice scour–induced damage for buried submarine pipelines, volume III: probabilistic modelling.”Rep. Prepared by Fleet Technology Limited for the Panel for Energy Res. and Devel. ( PERD ), Canada Oil and Gas Lands Admin., Energy, Mines and Resour. Indian and Northern Affairs, Ontario, Canada.
11.
Nessim, M. A. (1988). “Statistical data analysis of new scour characteristics in the Beaufort Sea.”Contractor Rep. Submitted by Det Norske Veritas (Canada) Ltd., Geological Survey of Canada, Dartmouth, Nova Scotia, Canada.
12.
Nessim, M. A. (1986). “Pilot study to examine ice scour statistics for the Canadian Beaufort continental shelf.”Contractor Rep. Submitted by Det Norske Veritas (Canada) Ltd., Geological Survey of Canada, Dartmouth, Nova Scotia, Canada.
13.
Pilkington, G. R., and Marcellus, R. W. (1981). “Methods of determining pipeline trench depths in the Canadian Beaufort Sea.”Proc., Sixth Int. Conf. on Port and Oc. Engrg. under Arctic Conditions, Volume 2, 674–687.
14.
Shearer, J. (1990). “Regional correlation of extreme scour depths with environmental factors for the Canadian Beaufort continental shelf.”Rep., Geological Survey of Canada, Dartmouth, Nova Scotia.
15.
Shearer, J. (1991). “Observed rescouring rates by sea-ice pressure ridge keels on the Canadian Beaufort Shelf.”Draft Rep. Prepared for the Atlantic Geoscience Centre, Geological Survey of Canada, Dartmouth, Nova Scotia.
16.
Wadhams, P.(1983). “The prediction of extreme keel depths from sea ice profile.”Cold Region Sci. and Technol., Amsterdam, The Netherlands, 6(3), 257–266.
17.
Wang, A. T.(1989). “Numerical simulations for rare ice gouge depths.”Cold Regions Sci. and Technol., Amsterdam, The Netherlands, 19, 19–32.
18.
Weeks, W. F., Barnes, P. W., Rearic, D. M., and Reimnitz, E. (1983). “Statistical aspects of ice gouging on the Alaskan Shelf of the Beaufort Sea.”CREEL Rep. 83-21, Hanover, N.H.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 9Issue 4December 1995
Pages: 167 - 182

History

Published online: Dec 1, 1995
Published in print: Dec 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Luc E. Chouinard
Asst. Prof., Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., 817 Sherbrooke St. West, Montreal, Quebec, Canada, H3A 2K6.

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.

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