Offshore pipelines and risers are designed to different codes leading to different reliability targets, and different wall thicknesses. Pipeline design codes also differentiate between areas where people are present and those with no population or less environmentally sensitive. As a result, the offshore section of the pipeline (with “thinner walls”) could be considered to work as a structural fuse during an unforeseen pressure surge; if the pipeline bursts first, then the occupants of platform would be exposed to less risk than if the riser or pipeline in the vicinity of the platform were to fail. This implies that differential burst pressure could act as an Independent Protection Layer (IPL). This paper explores conditions that sections of a pipeline must satisfy in order to be considered as an IPL. A first order reliability method is outlined for determining the required target reliability. The application of this approach is described in a case study.
Skip Nav Destination
ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering
June 19–24, 2011
Rotterdam, The Netherlands
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4436-6
PROCEEDINGS PAPER
Differential Burst Pressure of Marine Pipelines as an Independent Layer of Protection
Sirous F. Yasseri,
Sirous F. Yasseri
Safe-Sight Technology, Surbiton, Surrey, UK
Search for other works by this author on:
R. B. Mahani
R. B. Mahani
Morgan Oil UK, London, UK
Search for other works by this author on:
Sirous F. Yasseri
Safe-Sight Technology, Surbiton, Surrey, UK
R. B. Mahani
Morgan Oil UK, London, UK
Paper No:
OMAE2011-49034, pp. 13-23; 11 pages
Published Online:
October 31, 2011
Citation
Yasseri, SF, & Mahani, RB. "Differential Burst Pressure of Marine Pipelines as an Independent Layer of Protection." Proceedings of the ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. Volume 4: Pipeline and Riser Technology. Rotterdam, The Netherlands. June 19–24, 2011. pp. 13-23. ASME. https://doi.org/10.1115/OMAE2011-49034
Download citation file:
13
Views
Related Proceedings Papers
DNVGL-ST-F101 Combined Loading Criterion: Range of Application and Comparison With Other Criteria
OMAE2016
Engineering Critical Assessment in Sour Service by Fracture and Fatigue Small Scale Sour Testing
OMAE2013
Related Articles
Profiles of Two JOMAE Associate Editors (A Continuing Series)
J. Offshore Mech. Arct. Eng (October,2021)
A Design Basis for the J-Tube Method of Riser Installation
J. Energy Resour. Technol (September,1983)
Developing Innovative Deep Water Pipeline Construction Techniques with Physical Models
J. Offshore Mech. Arct. Eng (February,2007)
Related Chapters
Introduction to Pipeline Systems
Pipeline Pumping and Compression Systems: A Practical Approach
Re-Qualification of Existing Subsea Pipelines for CO 2 and H 2 Transport, Structural Integrity Challenges
Ageing and Life Extension of Offshore Facilities
Pulsation and Vibration Analysis of Compression and Pumping Systems
Pipeline Pumping and Compression System: A Practical Approach, Third Edition