Stability study and optimization design of small-spacing two-well (SSTW) salt caverns for natural gas storages. (February 2020)

• Record Type: Journal Article
• Authors: Chen, Jie; Lu, Dan; Liu, Wei; Fan, Jinyang; Jiang, Deyi; Yi, Liang; Kang, Yanfei
• Is Part Of: Journal of energy storage. Volume 27(2020)
• Publication Date: 2020-02
• Subjects: SSTW caverns -- Natural gas storages -- Stability analysis; Energy storage -- Periodicals; Energy storage -- Research -- Periodicals; 621.3126
• DOI: 10.1016/j.est.2019.101131
• Languages: English
• ISSNs: 2352-152X

Abstract

Highlights: Low internal gas pressure is adverse to small-spacing two-well caverns. The mean internal gas pressure should be higher than 12 MPa. Pillar width in the short axis should be appropriately increased. Caverns with greater ratio of long axis to short axis should use thicker salt roof. Abstract: A small-spacing two-well salt (SSTW) cavern is a relatively new type of cavern. As this type of cavern is less frequently used in underground natural gas storages, study on its stability is quite limited. To promote the application of this type of cavern and accelerate the construction of underground salt cavern gas storages, stability analysis and optimization design of this type of cavern are indispensable to the security of underground natural gas storages. In this paper, numerical calculation and parameters analysis were performed to analyze the effects of internal gas pressure and ratio of long axis to short axis ( RLS ) on the stability of SSTW caverns. The results show that internal gas pressure has an influence on the stability of SSTW caverns and low pressure should be limited in terms of duration and magnitude. And the ratio of long axis to short axis ( RLS ) has limited influence on the stability of a SSTW cavern by ways of volume loss rate and roof settlement. Overall, the SSTW cavern behaves similar stability state with that of a SW cavern. In addition, a flatter roof shape appears under greater Ratio value ( RLS ) and thus a thicker roof salt rock thickness is suggested for engineering design. The most different between them are the waist displacement along short axis, therefore the pillar width close to the adjacent cavern should be a certain lengthened at this direction.