Numerical analysis of seabed liquefaction in the vicinity of two tandem pipelines in a trench. (15th December 2022)
- Record Type:
- Journal Article
- Title:
- Numerical analysis of seabed liquefaction in the vicinity of two tandem pipelines in a trench. (15th December 2022)
- Main Title:
- Numerical analysis of seabed liquefaction in the vicinity of two tandem pipelines in a trench
- Authors:
- Chen, Xu
Jeng, Dong-Sheng
Liang, Zuodong - Abstract:
- Abstract: In engineering practice, pipeline trenching has been adopted as one of effective protection options. Most previous studies mainly focused on the prediction of the seabed response around a single pipeline, although two tandem pipelines have been used in engineering practice for transporting hydrocarbons. This study aimed to investigate the wave–current induced liquefaction around two tandem pipes in a trench. A series of simulations were performed to explore the effect of the horizontal gap ratio of dual pipes in a shared trench on the seabed response, and the results were compared with a single trenched pipe. In the numerical model, we used an integrated two-dimensional model that was developed based on the Finite Volume Method (FVM) in OpenFOAM®. In terms of the flow field, VARANS (Volume-Averaged Reynolds Averaged Navier–Stokes) was applied to simulate the fluid motion, while Biot's consolidation equation was used to govern the seabed model. The numerical examples indicate that twin pipelines semi-buried in close proximity within the same trench significantly impact the flow patterns and seabed response around them. Furthermore, the self-weight of dual pipes, ocean currents and trench configuration have a considerable influence on the evaluation of the liquefaction distribution around two tandem pipelines in a trench. Highlights: A 2D model for Fluid-Seabed Interactions around two tandem pipelines in a trench. It is unreasonable to treat two tandem pipelines withAbstract: In engineering practice, pipeline trenching has been adopted as one of effective protection options. Most previous studies mainly focused on the prediction of the seabed response around a single pipeline, although two tandem pipelines have been used in engineering practice for transporting hydrocarbons. This study aimed to investigate the wave–current induced liquefaction around two tandem pipes in a trench. A series of simulations were performed to explore the effect of the horizontal gap ratio of dual pipes in a shared trench on the seabed response, and the results were compared with a single trenched pipe. In the numerical model, we used an integrated two-dimensional model that was developed based on the Finite Volume Method (FVM) in OpenFOAM®. In terms of the flow field, VARANS (Volume-Averaged Reynolds Averaged Navier–Stokes) was applied to simulate the fluid motion, while Biot's consolidation equation was used to govern the seabed model. The numerical examples indicate that twin pipelines semi-buried in close proximity within the same trench significantly impact the flow patterns and seabed response around them. Furthermore, the self-weight of dual pipes, ocean currents and trench configuration have a considerable influence on the evaluation of the liquefaction distribution around two tandem pipelines in a trench. Highlights: A 2D model for Fluid-Seabed Interactions around two tandem pipelines in a trench. It is unreasonable to treat two tandem pipelines with a small gap separately. Seabed response around single and twin pipes in a trench differ significantly. The self-weight of two semi-buried pipes affects the liquefied zone significantly. There is a virtually identical liquefied zone to the pipe–oil system and empty pipes. … (more)
- Is Part Of:
- Ocean engineering. Volume 266(2022) Part 1
- Journal:
- Ocean engineering
- Issue:
- Volume 266(2022) Part 1
- Issue Display:
- Volume 266, Issue 1, Part 1 (2022)
- Year:
- 2022
- Volume:
- 266
- Issue:
- 1
- Part:
- 1
- Issue Sort Value:
- 2022-0266-0001-0001
- Page Start:
- Page End:
- Publication Date:
- 2022-12-15
- Subjects:
- Two tandem pipelines -- Trench -- Wave–current–seabed interactions -- Pipeline spacing -- Pore pressure -- Liquefaction
Ocean engineering -- Periodicals
Ocean engineering
Periodicals
620.4162 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00298018 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.oceaneng.2022.112656 ↗
- Languages:
- English
- ISSNs:
- 0029-8018
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 6231.280000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 24659.xml