Lifelong embedment and spanning of a pipeline on a mobile seabed
Lifelong embedment and spanning of a pipeline on a mobile seabed
Seven years of field survey measurements of a subsea pipeline obtained using sonar profilers and underwater video indicate significant lowering of the pipeline into the seabed due to sediment mobility and scour. The majority of the lowering occurs within 2 years of pipeline laying and appears to result from sustained ambient tidal and soliton currents as opposed to large storms. The lowering results in an increase in pipeline embedment relative to the far field seabed of up to 0.8 times the pipe diameter (referenced at a distance ± 8 D from the pipeline). At most locations along the pipeline, this increase in far-field embedment is uniform and occurs after the formation of many closely spaced scour holes. This suggests that the pipeline lowered mainly through sinking into the seabed at span shoulders, rather than sagging into widely spaced scour holes, for much of the pipeline length. A beam bending analysis confirmed the dominance of sinking, but did show some evidence of pipeline sagging, calculating deflections of up to 0.3 pipeline diameters at the time of surveying. In contrast to the traditional conception of span growth and self-burial, which conceives of complete pipeline burial as an endpoint, this pipeline primarily appears to exhibit ‘self-lowering’ towards a mature state that consists of a pseudo-static profile of alternating spanning and embedded sections that are distributed at regular intervals. The observed changes appear to be predictable given sufficient pipeline setting data, which suggests that they can be quantified in the stability design of new pipelines. This opens up the possibility of more efficient on-bottom stability design, as the beneficial shielding and support provided by the self-lowering process is not usually accounted for.
130-146
Leckie, Simon H.F.
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Draper, Scott
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White, David J.
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Cheng, Liang
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Fogliani, Antonino
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1 January 2015
Leckie, Simon H.F.
2f62ed53-abf1-461d-879f-9b9e0134cb0f
Draper, Scott
efe46b7d-3989-403b-8b19-0b17dd54194f
White, David J.
a986033d-d26d-4419-a3f3-20dc54efce93
Cheng, Liang
0ce99dcc-f682-4ec6-97aa-59fd87174385
Fogliani, Antonino
10bd8e2f-fda7-4f3b-94af-93047361164f
Leckie, Simon H.F., Draper, Scott, White, David J., Cheng, Liang and Fogliani, Antonino
(2015)
Lifelong embedment and spanning of a pipeline on a mobile seabed.
Coastal Engineering, 95, .
(doi:10.1016/j.coastaleng.2014.10.003).
Abstract
Seven years of field survey measurements of a subsea pipeline obtained using sonar profilers and underwater video indicate significant lowering of the pipeline into the seabed due to sediment mobility and scour. The majority of the lowering occurs within 2 years of pipeline laying and appears to result from sustained ambient tidal and soliton currents as opposed to large storms. The lowering results in an increase in pipeline embedment relative to the far field seabed of up to 0.8 times the pipe diameter (referenced at a distance ± 8 D from the pipeline). At most locations along the pipeline, this increase in far-field embedment is uniform and occurs after the formation of many closely spaced scour holes. This suggests that the pipeline lowered mainly through sinking into the seabed at span shoulders, rather than sagging into widely spaced scour holes, for much of the pipeline length. A beam bending analysis confirmed the dominance of sinking, but did show some evidence of pipeline sagging, calculating deflections of up to 0.3 pipeline diameters at the time of surveying. In contrast to the traditional conception of span growth and self-burial, which conceives of complete pipeline burial as an endpoint, this pipeline primarily appears to exhibit ‘self-lowering’ towards a mature state that consists of a pseudo-static profile of alternating spanning and embedded sections that are distributed at regular intervals. The observed changes appear to be predictable given sufficient pipeline setting data, which suggests that they can be quantified in the stability design of new pipelines. This opens up the possibility of more efficient on-bottom stability design, as the beneficial shielding and support provided by the self-lowering process is not usually accounted for.
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Accepted/In Press date: 16 October 2014
e-pub ahead of print date: 7 November 2014
Published date: 1 January 2015
Identifiers
Local EPrints ID: 419517
URI: http://eprints.soton.ac.uk/id/eprint/419517
ISSN: 0378-3839
PURE UUID: f5ef06b3-1e18-4171-9be0-b46de1e5d655
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Date deposited: 13 Apr 2018 16:30
Last modified: 16 Mar 2024 04:32
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Author:
Simon H.F. Leckie
Author:
Scott Draper
Author:
Liang Cheng
Author:
Antonino Fogliani
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