The University of Southampton
University of Southampton Institutional Repository

The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: a recommendation illustrated by subsea cable design

The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: a recommendation illustrated by subsea cable design
The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: a recommendation illustrated by subsea cable design

Introduction: there is an emerging need for the offshore renewable industry to have their own bespoke design guidelines because the associated projects and offshore facilities differ in fundamental ways to oil and gas facilities. Offshore renewable energy (ORE) facilities have already surpassed the numbers of installed facilities in the oil and gas industry by an order of magnitude and demand is forecast to continue growing exponentially. In addition ORE facilities often have different response characteristics and limit states or failure modes as well as profoundly different risk and consequence profiles given they are generally uncrewed and do not contain explosive hydrocarbon fluids which might be released into the environment. Therefore, the purpose of this paper is to advocate for licensing bodies and regulators (such as the various national PEL 114 committees) to challenge the process of automatic adoption of oil and gas design processes, while pushing for offshore renewables to be treated differently, when appropriate, with more relevant and applicable guidance.

Methods: to support this argument we present new bespoke design guidance developed for subsea cables based on specific modes of cable behaviour, which often differ from pipelines. We also show worked examples from recent project experience. The results from on-bottom stability analyses of a set of cables are compared between conventional oil and gas guidance following DNV-RP-F109 versus the stability using cable-optimised approaches. 

Results: the outcomes from the ‘conventional’ oil and gas results are not simply biased compared to cable-optimised design methods, with a trend of being either conservative or unconservative. Instead, the results of the two methods are very poorly correlated. This shows that the oil and gas approach isn't simply biased when applied to cables, but is instead unreliable because it doesn't capture the underlying failure conditions. These analytical comparisons are supported by field observation - the ocean doesn't lie, and makes short work of any anthropogenic structures which are designed with inadequate appreciation of the real world conditions. 

Discussion: to support the rapid growth of ORE, we should therefore actively pursue opportunities to rewrite the design rules and standards, so that they better support the specific requirements of ORE infrastructure, rather than legacy oil and gas structures. With more appropriate design practices, we can accelerate the roll out of ORE to meet net zero, and mitigate the climate crisis.

design guideline, offshore renewable energy, on bottom stability, recommended practice, subsea cables
2296-7745
Griffiths, Terry
fa0ba522-924b-44e7-b5a3-b430cf495a3e
Draper, Scott
efe46b7d-3989-403b-8b19-0b17dd54194f
Cheng, Liang
3e5c1edf-17d3-4f54-9130-995bc16dd880
An, Hongwei
6c14e527-e06b-4740-91ac-4f8360d0157c
Schläppy, Marie Lise
cb0376c4-76e5-48ca-acbe-490609eb2daf
Fogliani, Antonino
10bd8e2f-fda7-4f3b-94af-93047361164f
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
Noble, Stuart
dbd55027-7db3-43b8-bcbe-edb2fd4bc882
Coles, Daniel
58e46bef-2a32-4b6e-b78b-7efede2a93ab
Johnson, Fraser
c8e46f16-c36f-493d-9ee4-7f2f3910946b
Thurstan, Bryan
75d7170e-ac4f-49ab-a2ec-2d6bf6ba4527
Teng, Yunfei
e6e975f3-cd95-41f5-9a45-2fca18b67fa8
Griffiths, Terry
fa0ba522-924b-44e7-b5a3-b430cf495a3e
Draper, Scott
efe46b7d-3989-403b-8b19-0b17dd54194f
Cheng, Liang
3e5c1edf-17d3-4f54-9130-995bc16dd880
An, Hongwei
6c14e527-e06b-4740-91ac-4f8360d0157c
Schläppy, Marie Lise
cb0376c4-76e5-48ca-acbe-490609eb2daf
Fogliani, Antonino
10bd8e2f-fda7-4f3b-94af-93047361164f
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
Noble, Stuart
dbd55027-7db3-43b8-bcbe-edb2fd4bc882
Coles, Daniel
58e46bef-2a32-4b6e-b78b-7efede2a93ab
Johnson, Fraser
c8e46f16-c36f-493d-9ee4-7f2f3910946b
Thurstan, Bryan
75d7170e-ac4f-49ab-a2ec-2d6bf6ba4527
Teng, Yunfei
e6e975f3-cd95-41f5-9a45-2fca18b67fa8

Griffiths, Terry, Draper, Scott, Cheng, Liang, An, Hongwei, Schläppy, Marie Lise, Fogliani, Antonino, White, David, Noble, Stuart, Coles, Daniel, Johnson, Fraser, Thurstan, Bryan and Teng, Yunfei (2023) The offshore renewables industry may be better served by new bespoke design guidelines than by automatic adoption of recommended practices developed for oil and gas infrastructure: a recommendation illustrated by subsea cable design. Frontiers in Marine Science, 10, [1030665]. (doi:10.3389/fmars.2023.1030665).

Record type: Article

Abstract

Introduction: there is an emerging need for the offshore renewable industry to have their own bespoke design guidelines because the associated projects and offshore facilities differ in fundamental ways to oil and gas facilities. Offshore renewable energy (ORE) facilities have already surpassed the numbers of installed facilities in the oil and gas industry by an order of magnitude and demand is forecast to continue growing exponentially. In addition ORE facilities often have different response characteristics and limit states or failure modes as well as profoundly different risk and consequence profiles given they are generally uncrewed and do not contain explosive hydrocarbon fluids which might be released into the environment. Therefore, the purpose of this paper is to advocate for licensing bodies and regulators (such as the various national PEL 114 committees) to challenge the process of automatic adoption of oil and gas design processes, while pushing for offshore renewables to be treated differently, when appropriate, with more relevant and applicable guidance.

Methods: to support this argument we present new bespoke design guidance developed for subsea cables based on specific modes of cable behaviour, which often differ from pipelines. We also show worked examples from recent project experience. The results from on-bottom stability analyses of a set of cables are compared between conventional oil and gas guidance following DNV-RP-F109 versus the stability using cable-optimised approaches. 

Results: the outcomes from the ‘conventional’ oil and gas results are not simply biased compared to cable-optimised design methods, with a trend of being either conservative or unconservative. Instead, the results of the two methods are very poorly correlated. This shows that the oil and gas approach isn't simply biased when applied to cables, but is instead unreliable because it doesn't capture the underlying failure conditions. These analytical comparisons are supported by field observation - the ocean doesn't lie, and makes short work of any anthropogenic structures which are designed with inadequate appreciation of the real world conditions. 

Discussion: to support the rapid growth of ORE, we should therefore actively pursue opportunities to rewrite the design rules and standards, so that they better support the specific requirements of ORE infrastructure, rather than legacy oil and gas structures. With more appropriate design practices, we can accelerate the roll out of ORE to meet net zero, and mitigate the climate crisis.

Text
fmars-10-1030665 - Version of Record
Available under License Creative Commons Attribution.
Download (3MB)

More information

Accepted/In Press date: 28 February 2023
Published date: 12 May 2023
Additional Information: Funding Information: DC acknowledges the financial support of the Tidal Stream Industry Energiser project (TIGER), which is co-financed by the European Regional Development Fund through the Interreg France (Channel) England Programme. TG acknowledges the financial support of an Australian Government Research Training Program (RTP) Scholarship, UWA Safety-net Top-up, STABLEpipe scholarship and Small Diameter Pipeline scholarships, as well as support from a University Club of Western Australia Research Travel Scholarship. SD acknowledges the financial support of The Lloyd’s Register Foundation. Lloyd’s Register Foundation supports the advancement of engineering related education, and funds research and development that enhances safety of life at sea, on land and in the air. DW acknowledges the support of the UK EPSRC Offshore Renewable Energy Supergen Hub, grant ref. EP/S000747/1. YT acknowledges support from the National Natural Science Foundation of China (Grant No. 51479025). The authors gratefully acknowledge the support of the Australian Research Council (ARC) and Woodside Energy Ltd. for elements of the work reported in this paper through ARC Linkage Project LP150100249 Hydrodynamic forces on small diameter pipelines laid on natural seabed, with participation by The University of Western Australia and University of Western Sydney. http://purl.org/auresearch/grants/arc/LP150100249. The authors gratefully acknowledge the support of the STABLEpipe JIP Sponsors, Woodside and Chevron who have enabled the STABLEpipe research work to be undertaken and published, and therefore made available for uptake by industry as well as scrutiny and improvement by researchers and practitioners. Elements of this work were funded by the Australian Research Council via grants LP0989936, FT0991816, CE110 001009 and DP130104535). The authors acknowledge the generous financial and technical support of other industry partners who have also contributed to this research, including: CRP Marine, JDR Cables, Simec Atlantis, Tasmanian Gas Pipeline, Technip and Woodside (in alphabetical order), as well as the UK EPSRC Offshore Renewable Energy Supergen Hub (EP/S000747/1).
Keywords: design guideline, offshore renewable energy, on bottom stability, recommended practice, subsea cables

Identifiers

Local EPrints ID: 479418
URI: http://eprints.soton.ac.uk/id/eprint/479418
ISSN: 2296-7745
PURE UUID: dce3b34d-a1d5-44cb-a558-296db38b1732
ORCID for David White: ORCID iD orcid.org/0000-0002-2968-582X

Catalogue record

Date deposited: 21 Jul 2023 16:52
Last modified: 18 Mar 2024 03:42

Export record

Altmetrics

Contributors

Author: Terry Griffiths
Author: Scott Draper
Author: Liang Cheng
Author: Hongwei An
Author: Marie Lise Schläppy
Author: Antonino Fogliani
Author: David White ORCID iD
Author: Stuart Noble
Author: Daniel Coles
Author: Fraser Johnson
Author: Bryan Thurstan
Author: Yunfei Teng

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×