中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Optimization of construction parameters for salt cavern underground energy storage using horizontal multi-stage leaching method under different geological conditions

文献类型:期刊论文

作者Ding, Zhekang2,3; Wang, Tongtao2; He, Tao2; Xie, Dongzhou1; Liao, Youqiang2; Chen, Jiasong4; Li, Jingcui5; Chen, Liuping6
刊名JOURNAL OF ENERGY STORAGE
出版日期2024-02-01
卷号78页码:14
关键词Salt cavern underground energy storage Horizontal multi-stage leaching method Physical simulation Stability evaluation Construction parameters optimal selection
ISSN号2352-152X
DOI10.1016/j.est.2023.110080
英文摘要In the thinly bedded rock salt in China, the horizontal multi-stage leaching method can solve the problem of constructing an enormous salt cavern in a limited-thickness salt layer. This study aims to investigate how the final morphology of the salt cavern is affected by critical parameters of the horizontal multi-stage leaching method in different geological conditions, such as the injection rate of freshwater, tubing withdrawal distance, and the presence of an air cushion. These parameters will directly affect the shape of the salt cavern and thus influence the stability of the underground energy storage during operation. We developed an experimental device to simulate salt cavern construction using the horizontal multi-stage leaching method. By varying the parameters in the physical simulation experiments, horizontal salt cavern models with different morphologies and sizes were obtained. The experiments showed that the injection rate of freshwater significantly affects the salt cavern height, length, and maximum width. The tubing withdrawal distance mainly affects the shape of the roof of the salt cavern. Introducing an air cushion to protect the salt cavern roof during the construction of a salt cavern results in a "flat-top" morphology. According to these salt cavern models, three-dimensional geomechanical models for different geological conditions are established by using reverse engineering technology. After analyzing the stability of the salt cavern using these models and combining them with economic factors to recommend values for the critical parameters of horizontal multi-stage leaching method in different geological conditions are provided. This study provides reference value and a theoretical basis for the construction of horizontal salt cavern storage in China.
资助项目National Natural Science Foundation of China[42072307] ; Hubei Province Outstanding Youth Fund[2021CFA095] ; Strategic Priority Research Program of the Chinese Academy of Sciences[XDC10020300]
WOS研究方向Energy & Fuels
语种英语
WOS记录号WOS:001145928700001
出版者ELSEVIER
源URL[http://119.78.100.198/handle/2S6PX9GI/40490]  
专题中科院武汉岩土力学所
通讯作者Wang, Tongtao
作者单位1.Wuhan Univ Technol, Sch Resources & Environm Engn, Wuhan 430070, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
3.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
4.PipeChina West East Gas Pipeline Co, Shanghai 200122, Peoples R China
5.China Energy Digital Technol Grp Co Ltd, Beijing 100044, Peoples R China
6.China Salt Cavern Comprehens Utilizat Co Ltd, Changzhou 213251, Peoples R China
推荐引用方式
GB/T 7714
Ding, Zhekang,Wang, Tongtao,He, Tao,et al. Optimization of construction parameters for salt cavern underground energy storage using horizontal multi-stage leaching method under different geological conditions[J]. JOURNAL OF ENERGY STORAGE,2024,78:14.
APA Ding, Zhekang.,Wang, Tongtao.,He, Tao.,Xie, Dongzhou.,Liao, Youqiang.,...&Chen, Liuping.(2024).Optimization of construction parameters for salt cavern underground energy storage using horizontal multi-stage leaching method under different geological conditions.JOURNAL OF ENERGY STORAGE,78,14.
MLA Ding, Zhekang,et al."Optimization of construction parameters for salt cavern underground energy storage using horizontal multi-stage leaching method under different geological conditions".JOURNAL OF ENERGY STORAGE 78(2024):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。