Sediment mobility effects on seabed resistance for unburied pipelines
Sediment mobility effects on seabed resistance for unburied pipelines
In order to design unburied pipelines, pipeline engineers require information about lateral and axial seabed resistances (normally known as 'friction factors') prior to and during operation. Geotechnical engineers must provide this information based on knowledge of pipeline properties, seabed conditions and metocean conditions. Accurate prediction of the seabed resistances requires accurate prediction of pipeline embedments. This paper discusses how pipeline embedments and geometries can change from the as-laid state as the result of sediment mobility around pipelines and demonstrates how these embedment changes will change the pipe-soil friction factors using a series of numerical analyses. Sediment mobility tends to cause a general trend of increasing pipe embedment, which is beneficial for hydrodynamic stability but can be onerous for thermal buckling. Recommendations are provided to accommodate these effects in design, without unnecessary levels of over-conservatism.
2205-2222
Offshore Technology Conference
Bransby, Fraser
a110e577-95b2-43af-8ea5-9d076c7ccab6
Rodriguez, Antonio Borges
be4c974c-6623-49fa-9668-6fd43d3a7c9d
Zhou, Hongjie
244527f7-50af-4fae-9c82-5aa4417979c1
Tom, Joe
41ee52e3-5eed-43a4-909b-819339875081
Low, Han Eng
8a9ab90a-edd1-46a0-8355-cdd888f40cf7
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
2014
Bransby, Fraser
a110e577-95b2-43af-8ea5-9d076c7ccab6
Rodriguez, Antonio Borges
be4c974c-6623-49fa-9668-6fd43d3a7c9d
Zhou, Hongjie
244527f7-50af-4fae-9c82-5aa4417979c1
Tom, Joe
41ee52e3-5eed-43a4-909b-819339875081
Low, Han Eng
8a9ab90a-edd1-46a0-8355-cdd888f40cf7
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
Bransby, Fraser, Rodriguez, Antonio Borges, Zhou, Hongjie, Tom, Joe, Low, Han Eng and White, David
(2014)
Sediment mobility effects on seabed resistance for unburied pipelines.
In Offshore Technology Conference Asia, OTC ASIA 2014: Meeting the Challenges for Asia's Growth.
vol. 3,
Offshore Technology Conference.
.
Record type:
Conference or Workshop Item
(Paper)
Abstract
In order to design unburied pipelines, pipeline engineers require information about lateral and axial seabed resistances (normally known as 'friction factors') prior to and during operation. Geotechnical engineers must provide this information based on knowledge of pipeline properties, seabed conditions and metocean conditions. Accurate prediction of the seabed resistances requires accurate prediction of pipeline embedments. This paper discusses how pipeline embedments and geometries can change from the as-laid state as the result of sediment mobility around pipelines and demonstrates how these embedment changes will change the pipe-soil friction factors using a series of numerical analyses. Sediment mobility tends to cause a general trend of increasing pipe embedment, which is beneficial for hydrodynamic stability but can be onerous for thermal buckling. Recommendations are provided to accommodate these effects in design, without unnecessary levels of over-conservatism.
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Published date: 2014
Venue - Dates:
Offshore Technology Conference 2014, OTC 2014, , Houston, United States, 2014-05-05 - 2014-05-08
Identifiers
Local EPrints ID: 419647
URI: http://eprints.soton.ac.uk/id/eprint/419647
PURE UUID: 175d0506-ce8d-48f9-9092-10e2bdfc146b
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Date deposited: 18 Apr 2018 16:30
Last modified: 06 Mar 2024 02:56
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Contributors
Author:
Fraser Bransby
Author:
Antonio Borges Rodriguez
Author:
Hongjie Zhou
Author:
Joe Tom
Author:
Han Eng Low
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