Numerical Study of the Soil Temperature Field Affected by Natural Gas Pipeline Leakage
This study investigates the impact of natural gas pipeline leakage on the soil temperature field through numerical simulations. Physical and mathematical models were developed to analyze the temperature and flow field changes resulting from pipeline leaks. The study explores the influence of various leakage factors on the temperature distribution in the surrounding soil. Key findings include the identification of the buried pipeline temperature as a critical factor influencing the soil temperature gradient when surface temperatures are similar to the subsurface constant temperature. Upon leakage, the pressure distribution around the leak is symmetrical, with a higher pressure at the leak point, and the Joule–Thomson effect causes a rapid decrease in gas temperature, forming a permafrost zone. The study also reveals that increased transport pressure expands the permafrost area, with pressure playing a significant role in the temperature field distribution. Additionally, an increase in the leak orifice diameter accelerates the expansion of the permafrost area and reduces the time for temperature stabilization at monitoring points. Conversely, changes in the leak direction mainly affect the spatial distribution of the permafrost zone without significantly altering its size. The findings provide valuable insights for monitoring natural gas pipeline leaks through temperature field variations.
Authors
- Xiahua Zhang (ORCID: https://orcid.org/0000-0003-3588-1488)
- Xin Zhang (ORCID: https://orcid.org/0000-0003-4025-3486)
- Zhiyi Xiong (ORCID: https://orcid.org/0000-0002-9119-1409)
- Xiaolong Gu (ORCID: https://orcid.org/0000-0002-6225-3535)
- Weichun Chang
- Zenian Gou
Institutions
- China University of Petroleum, Beijing (CN)
- Shanghai Institute for Science of Science (CN)
- China Railway Construction Machinery Research & Design Institute (CN)
Publication Details
- Journal
- Processes
- Published
- 2024-12-27
- DOI
- https://doi.org/10.3390/pr13010036
- Citations
- 3
- Primary Topic
- Geotechnical Engineering and Underground Structures
- Type
- article
- Field-Weighted Citation Impact
- 0.78