Numerical study on effects of the cofferdam area in liquefied natural gas storage tank on the leakage and diffusion characteristics of natural gas
Process Systems Engineering and Process Safety|Updated:2026-01-06
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Numerical study on effects of the cofferdam area in liquefied natural gas storage tank on the leakage and diffusion characteristics of natural gas
Chinese Journal of Chemical EngineeringVol. 29, Issue 1, Pages: 228-241(2021)
Affiliations:
1. Foshan Public Utilities Holding Co. Ltd.,Guangdong,Foshan,China,528000
2. South China University of Technology,Guangdong,Guangzhou,China,510640
3. Foshan gas group Co. Ltd.,Guangdong,Foshan,China,528000
4. Guangzhou Institute of Energy Conversion, Chinese Academy of Sciences,Guangdong,Guangzhou,China,510640
Author bio:
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Published:2021
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Zirong Lin, Shuangfeng Wang, Shuxun Fu, Jiepeng Huo. Numerical study on effects of the cofferdam area in liquefied natural gas storage tank on the leakage and diffusion characteristics of natural gas[J]. Chinese Journal of Chemical Engineering, 2021, 29(1): 228-241.
DOI:
Zirong Lin, Shuangfeng Wang, Shuxun Fu, Jiepeng Huo. Numerical study on effects of the cofferdam area in liquefied natural gas storage tank on the leakage and diffusion characteristics of natural gas[J]. Chinese Journal of Chemical Engineering, 2021, 29(1): 228-241.DOI:
Numerical study on effects of the cofferdam area in liquefied natural gas storage tank on the leakage and diffusion characteristics of natural gas
摘要
Abstract
The leakage and diffusion characteristics of natural gas were investigated in the condition of the leakage of liquefied natural gas (LNG) in the storage tank. Fluent was adopted to simulate the process in a series of three-dimension unsteady state calculations. The effects of different heights of the cofferdam (1.0 m
2.0 m and 3.0 m)
wind directions
ambient temperature
leakage location
leakage volume on the diffusion process of natural gas were investigated. The diffusion characteristics of the natural gas clouds over cofferdam were found. Under windless condition
when the gas clouds met
the gas clouds rose due to the collision
which made them easier to cross the cofferdam and spread out. The higher the ambient temperature was
the higher the gas concentration around the cofferdam was
and the smaller the gas concentration difference was. When the leakage occurred
the higher cofferdam was more beneficial to delay the outward diffusion of gas clouds. However
when the leakage stopped
the higher cofferdam went against the dissipation of gas clouds. Under windy condition
the time to form stable leakage flow field was faster than that of windless
and the lower cofferdam further reduced this time. Therefore
considering the effect of barrier and dissipation
it was suggested that the rational height of cofferdam should be designed in the range of 1.0 m to 2.0 m. In case of emergency
the leakage of gas should be deduced reasonably by combining the measurement of gas concentration with the rolling of gas clouds. When windless
the leakage area should be entered between the overflows of gas clouds.
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