Design and Mechanical Characteristics Analysis of Deep Sea Manifold System

Chuxiang Lin; Weili Wang; Yongmei Zhu; Jian Zhang; Suzhou Zhang; Longhui Wang

doi:doi:10.11648/j.es.20230801.12

| Peer-Reviewed

Design and Mechanical Characteristics Analysis of Deep Sea Manifold System

Chuxiang Lin, Weili Wang, Yongmei Zhu, Jian Zhang, Suzhou Zhang, Longhui Wang

Published in Engineering Science (Volume 8, Issue 1)

Received: 6 April 2023 Accepted: 24 April 2023 Published: 10 May 2023

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

Subsea manifolds are important equipment for offshore oil and gas extraction. The layout of the manifold is related to both the difficulty of fabrication and the installation and maintenance of the manifold. Based on 1500 m deep sea conditions and 68.9 MPa pipeline fluid pressure, the overall design of a double well groove and double collector subsea manifold is investigated, the selection of specific parameters is discussed in detail. The arrangement of different valves and pipelines and the efficiency of space volume usage are discussed. Stress analysis of the designed manifold as a whole was carried out using AutoPIPE software and its strength was assessed according to the applicable American Society of Mechanical Engineers (ASME) standards. It was found that the maximum stress ratio was 0.9 for radial stresses and relatively small for axial stresses, but both met the design requirements for deep sea manifold piping. Finally, linear and nonlinear buckling analyses of circular arc pipes were carried out, the fifth-order linear eigenvalue buckling modes, linear critical buckling load and nonlinear critical buckling load were obtained. It is found that the nonlinear critical buckling load was 20.5% lower than the linear critical buckling load. The failure mode of post-buckling is local dimple, which is located at the initial defect, indicating that early geometric defects have a greater influence on the load carrying limit of the pipe. This paper can provide a reference for the study of common technologies for the design of deepwater subsea pipeline manifolds and subsea production facilities.

Published in	Engineering Science (Volume 8, Issue 1)
DOI	10.11648/j.es.20230801.12
Page(s)	6-13
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2023. Published by Science Publishing Group

Keywords

Manifold System, Overall Design, Strength, Stability

References

[1]	Sang Eui Lee, Jeom Kee Paik, Yeon Chul Ha, et al. An efficient design methodology for subsea manifold piping systems based on parametric studies. Ocean Engineering. 2014, 84 (6): 273-282.
[2]	Xu Wenhu, Guo Hong, Hong Yi, et al. Reliability analysis of subsea manifold system and improvement measures. Oil Field Equipment. 2016, 45 (03): 1-6.
[3]	Li Qingping, Zhu Haishan, Li Xinzhong, et al. The Current state and future of deep water subsea Production technology. China National Offshore Oil Research Institute. 2016, 18 (02): 76-84.
[4]	Wei Yan, Zhang Jinwei, Yu Chenglong, et al. A prospect of domestically manufactured subsea manifold. Shipbuilding of China. 2012, 53 (S2): 153-157.
[5]	Chuan Jian, Zhang Guangming, An Weizheng, et al. Research and practice of material localization of deep sea manifolds. China Offshore Platform. 2014, 29 (06): 20-24.
[6]	Gu Yongwei, Zhou Meizhen, Wang Changtao, et al. Main structural design and calculation method study of deep water subsea manifold. Mechanical Engineer. 2011. 236 (02): 134-135.
[7]	Liu Chao. Research on reliability analysis of subsea oil and gas production system. China, Master thesis. China University of Petroleum (East China), 2020.
[8]	Shang Zhaohui, Ruan Weidong, Qiao Hongdong, et al. Study on risk assessment and numerical simulation method of subsea manifold system. Ships and Offshore Structures, 2021, 16 (S1): 245-255.
[9]	Wang Yi, Wang Qi, Zhang Aixia, et al. A new optimization algorithm for the layout design of a subsea production system. Ocean Engineering, 2021, 232 (4): 109072.
[10]	Liu Chang, Cao Yuguang, Chen Jinzhong, et al. The blockage risk in the elbow of the Bi-directional pig used for submarine pipeline based on the modified Burgers-Frenkel (MB-F) model. Ocean Engineering. 2023, 268: 113508.
[11]	Zhang Jingan, Zhuo Wei, Cheng Gangli, et al. Piping System Design of Subsea Manifold. Applied Mechanics and Materials. 2013, 321-324: 1779-1783.
[12]	ISO 13628-15: Petroleum and natural gas industries — Design and operation of subsea production systems — Part 15: Subsea structures and manifolds, International organization for standardization: Geneva, Switzerland, 2011.
[13]	ASME B31.8: Gas Transmission and Distribution Piping Systems. The American Society of Mechanical Engineers: New York, USA. 2007.
[14]	ASME B31.4: Pipeline Transportation Systems for Liquids and Slurries. The American Society of Mechanical Engineers: New York, USA. 1999.
[15]	ASME B31.3: Process Piping. The American Society of Mechanical Engineers: New York, USA. 2012.
[16]	DNV-RP-F112: Design Of Duplex Stainless Steel Subsea Equipment Exposed To Cathodic Protection. Det Norske Veritas: Oslo, Norway, 2008.
[17]	API SPEC 5L. Specification for Line Pipe. American Petroleum Institute: Washington, DC, USA, 2007.
[18]	Bai Yong, Bai Qiang, et al. Subsea Engineering Design Manual - Subsea Pipelines Fascicle. Shanghai Jiao Tong University Press: Shanghai, Chain, 2014-8.
[19]	Liu Zihe, Guo Zhiyang, Mo Guanggui, et al. Study on buckling of rising section of multilayer marine gas production pipeline. Petrochemical applications. 2021, 40 (08): 32-37.

Cite This Article

Plain Text BibTeX RIS

APA Style

Chuxiang Lin, Weili Wang, Yongmei Zhu, Jian Zhang, Suzhou Zhang, et al. (2023). Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Engineering Science, 8(1), 6-13. https://doi.org/10.11648/j.es.20230801.12

Copy | Download

ACS Style

Chuxiang Lin; Weili Wang; Yongmei Zhu; Jian Zhang; Suzhou Zhang, et al. Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Eng. Sci. 2023, 8(1), 6-13. doi: 10.11648/j.es.20230801.12

Copy | Download

AMA Style

Chuxiang Lin, Weili Wang, Yongmei Zhu, Jian Zhang, Suzhou Zhang, et al. Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Eng Sci. 2023;8(1):6-13. doi: 10.11648/j.es.20230801.12

Copy | Download

@article{10.11648/j.es.20230801.12,
  author = {Chuxiang Lin and Weili Wang and Yongmei Zhu and Jian Zhang and Suzhou Zhang and Longhui Wang},
  title = {Design and Mechanical Characteristics Analysis of Deep Sea Manifold System},
  journal = {Engineering Science},
  volume = {8},
  number = {1},
  pages = {6-13},
  doi = {10.11648/j.es.20230801.12},
  url = {https://doi.org/10.11648/j.es.20230801.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.es.20230801.12},
  abstract = {Subsea manifolds are important equipment for offshore oil and gas extraction. The layout of the manifold is related to both the difficulty of fabrication and the installation and maintenance of the manifold. Based on 1500 m deep sea conditions and 68.9 MPa pipeline fluid pressure, the overall design of a double well groove and double collector subsea manifold is investigated, the selection of specific parameters is discussed in detail. The arrangement of different valves and pipelines and the efficiency of space volume usage are discussed. Stress analysis of the designed manifold as a whole was carried out using AutoPIPE software and its strength was assessed according to the applicable American Society of Mechanical Engineers (ASME) standards. It was found that the maximum stress ratio was 0.9 for radial stresses and relatively small for axial stresses, but both met the design requirements for deep sea manifold piping. Finally, linear and nonlinear buckling analyses of circular arc pipes were carried out, the fifth-order linear eigenvalue buckling modes, linear critical buckling load and nonlinear critical buckling load were obtained. It is found that the nonlinear critical buckling load was 20.5% lower than the linear critical buckling load. The failure mode of post-buckling is local dimple, which is located at the initial defect, indicating that early geometric defects have a greater influence on the load carrying limit of the pipe. This paper can provide a reference for the study of common technologies for the design of deepwater subsea pipeline manifolds and subsea production facilities.},
 year = {2023}
}

Copy | Download

TY  - JOUR
T1  - Design and Mechanical Characteristics Analysis of Deep Sea Manifold System
AU  - Chuxiang Lin
AU  - Weili Wang
AU  - Yongmei Zhu
AU  - Jian Zhang
AU  - Suzhou Zhang
AU  - Longhui Wang
Y1  - 2023/05/10
PY  - 2023
N1  - https://doi.org/10.11648/j.es.20230801.12
DO  - 10.11648/j.es.20230801.12
T2  - Engineering Science
JF  - Engineering Science
JO  - Engineering Science
SP  - 6
EP  - 13
PB  - Science Publishing Group
SN  - 2578-9279
UR  - https://doi.org/10.11648/j.es.20230801.12
AB  - Subsea manifolds are important equipment for offshore oil and gas extraction. The layout of the manifold is related to both the difficulty of fabrication and the installation and maintenance of the manifold. Based on 1500 m deep sea conditions and 68.9 MPa pipeline fluid pressure, the overall design of a double well groove and double collector subsea manifold is investigated, the selection of specific parameters is discussed in detail. The arrangement of different valves and pipelines and the efficiency of space volume usage are discussed. Stress analysis of the designed manifold as a whole was carried out using AutoPIPE software and its strength was assessed according to the applicable American Society of Mechanical Engineers (ASME) standards. It was found that the maximum stress ratio was 0.9 for radial stresses and relatively small for axial stresses, but both met the design requirements for deep sea manifold piping. Finally, linear and nonlinear buckling analyses of circular arc pipes were carried out, the fifth-order linear eigenvalue buckling modes, linear critical buckling load and nonlinear critical buckling load were obtained. It is found that the nonlinear critical buckling load was 20.5% lower than the linear critical buckling load. The failure mode of post-buckling is local dimple, which is located at the initial defect, indicating that early geometric defects have a greater influence on the load carrying limit of the pipe. This paper can provide a reference for the study of common technologies for the design of deepwater subsea pipeline manifolds and subsea production facilities.
VL  - 8
IS  - 1
ER  -

Copy | Download

Author Information

Chuxiang Lin

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China
Weili Wang

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China
Yongmei Zhu

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China
Jian Zhang

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China
Suzhou Zhang

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China
Longhui Wang

School of Mechanical Engineering, Jiangsu University of Science and Technology, Zhenjiang, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Chuxiang Lin, Weili Wang, Yongmei Zhu, Jian Zhang, Suzhou Zhang, et al. (2023). Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Engineering Science, 8(1), 6-13. https://doi.org/10.11648/j.es.20230801.12

Copy | Download

ACS Style

Chuxiang Lin; Weili Wang; Yongmei Zhu; Jian Zhang; Suzhou Zhang, et al. Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Eng. Sci. 2023, 8(1), 6-13. doi: 10.11648/j.es.20230801.12

Copy | Download

AMA Style

Chuxiang Lin, Weili Wang, Yongmei Zhu, Jian Zhang, Suzhou Zhang, et al. Design and Mechanical Characteristics Analysis of Deep Sea Manifold System. Eng Sci. 2023;8(1):6-13. doi: 10.11648/j.es.20230801.12

Copy | Download

@article{10.11648/j.es.20230801.12,
  author = {Chuxiang Lin and Weili Wang and Yongmei Zhu and Jian Zhang and Suzhou Zhang and Longhui Wang},
  title = {Design and Mechanical Characteristics Analysis of Deep Sea Manifold System},
  journal = {Engineering Science},
  volume = {8},
  number = {1},
  pages = {6-13},
  doi = {10.11648/j.es.20230801.12},
  url = {https://doi.org/10.11648/j.es.20230801.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.es.20230801.12},
  abstract = {Subsea manifolds are important equipment for offshore oil and gas extraction. The layout of the manifold is related to both the difficulty of fabrication and the installation and maintenance of the manifold. Based on 1500 m deep sea conditions and 68.9 MPa pipeline fluid pressure, the overall design of a double well groove and double collector subsea manifold is investigated, the selection of specific parameters is discussed in detail. The arrangement of different valves and pipelines and the efficiency of space volume usage are discussed. Stress analysis of the designed manifold as a whole was carried out using AutoPIPE software and its strength was assessed according to the applicable American Society of Mechanical Engineers (ASME) standards. It was found that the maximum stress ratio was 0.9 for radial stresses and relatively small for axial stresses, but both met the design requirements for deep sea manifold piping. Finally, linear and nonlinear buckling analyses of circular arc pipes were carried out, the fifth-order linear eigenvalue buckling modes, linear critical buckling load and nonlinear critical buckling load were obtained. It is found that the nonlinear critical buckling load was 20.5% lower than the linear critical buckling load. The failure mode of post-buckling is local dimple, which is located at the initial defect, indicating that early geometric defects have a greater influence on the load carrying limit of the pipe. This paper can provide a reference for the study of common technologies for the design of deepwater subsea pipeline manifolds and subsea production facilities.},
 year = {2023}
}

Copy | Download

TY  - JOUR
T1  - Design and Mechanical Characteristics Analysis of Deep Sea Manifold System
AU  - Chuxiang Lin
AU  - Weili Wang
AU  - Yongmei Zhu
AU  - Jian Zhang
AU  - Suzhou Zhang
AU  - Longhui Wang
Y1  - 2023/05/10
PY  - 2023
N1  - https://doi.org/10.11648/j.es.20230801.12
DO  - 10.11648/j.es.20230801.12
T2  - Engineering Science
JF  - Engineering Science
JO  - Engineering Science
SP  - 6
EP  - 13
PB  - Science Publishing Group
SN  - 2578-9279
UR  - https://doi.org/10.11648/j.es.20230801.12
AB  - Subsea manifolds are important equipment for offshore oil and gas extraction. The layout of the manifold is related to both the difficulty of fabrication and the installation and maintenance of the manifold. Based on 1500 m deep sea conditions and 68.9 MPa pipeline fluid pressure, the overall design of a double well groove and double collector subsea manifold is investigated, the selection of specific parameters is discussed in detail. The arrangement of different valves and pipelines and the efficiency of space volume usage are discussed. Stress analysis of the designed manifold as a whole was carried out using AutoPIPE software and its strength was assessed according to the applicable American Society of Mechanical Engineers (ASME) standards. It was found that the maximum stress ratio was 0.9 for radial stresses and relatively small for axial stresses, but both met the design requirements for deep sea manifold piping. Finally, linear and nonlinear buckling analyses of circular arc pipes were carried out, the fifth-order linear eigenvalue buckling modes, linear critical buckling load and nonlinear critical buckling load were obtained. It is found that the nonlinear critical buckling load was 20.5% lower than the linear critical buckling load. The failure mode of post-buckling is local dimple, which is located at the initial defect, indicating that early geometric defects have a greater influence on the load carrying limit of the pipe. This paper can provide a reference for the study of common technologies for the design of deepwater subsea pipeline manifolds and subsea production facilities.
VL  - 8
IS  - 1
ER  -

Copy | Download