Comparative analysis of thermodynamic and mechanical responses between underground hydrogen storage and compressed air energy storage in lined rock caverns

被引:4
|
作者
Hu, Bowen [1 ]
Yu, Liyuan [1 ]
Mi, Xianzhen [1 ]
Xu, Fei [1 ,2 ]
Li, Shuchen [1 ,3 ]
Li, Wei [1 ]
Wei, Chao [1 ]
Zhang, Tao [1 ]
机构
[1] China Univ Min & Technol, State Key Lab Intelligent Construction & Hlth Oper, Xuzhou 221116, Peoples R China
[2] Shijiazhuang Tiedao Univ, Key Lab Large Struct Hlth Monitoring & Control, Shijiazhuang 050043, Peoples R China
[3] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
基金
中国博士后科学基金;
关键词
Underground hydrogen storage; Compressed air energy storage; Mechanical response; Thermodynamic response; Lined rock caverns; PRESSURE VARIATIONS; TEMPERATURE; LEAKAGE; MODEL; WIND; CAES;
D O I
10.1016/j.ijmst.2024.04.005
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Underground hydrogen storage (UHS) and compressed air energy storage (CAES) are two viable largescale energy storage technologies for mitigating the intermittency of wind and solar power. Therefore, it is meaningful to compare the properties of hydrogen and air with typical thermodynamic storage processes. This study employs a multi-physical coupling model to compare the operations of CAES and UHS, integrating gas thermodynamics within caverns, thermal conduction, and mechanical deformation around rock caverns. Gas thermodynamic responses are validated using additional simulations and the field test data. Temperature and pressure variations of air and hydrogen within rock caverns exhibit similarities under both adiabatic and diabatic simulation modes. Hydrogen reaches higher temperature and pressure following gas charging stage compared to air, and the ideal gas assumption may lead to overestimation of gas temperature and pressure. Unlike steel lining of CAES, the sealing layer (fibre-reinforced plastic FRP) in UHS is prone to deformation but can effectively mitigates stress in the sealing layer. In CAES, the first principal stress on the surface of the sealing layer and concrete lining is tensile stress, whereas UHS exhibits compressive stress in the same areas. Our present research can provide references for the selection of energy storage methods. (c) 2024 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:531 / 543
页数:13
相关论文
共 50 条
  • [11] Lined rock caverns: A hydrogen storage solution
    Masoudi, Mohammad
    Hassanpouryouzband, Aliakbar
    Hellevang, Helge
    Haszeldine, R. Stuart
    JOURNAL OF ENERGY STORAGE, 2024, 84
  • [12] A Novel Polymerized Sulfur Concrete for Underground Hydrogen Storage in Lined Rock Caverns
    Mohamed, Abdel-Mohsen O.
    El Gamal, Maisa
    SUSTAINABILITY, 2024, 16 (19)
  • [13] Underground storage of hydrogen in lined rock caverns: An overview of key components and hydrogen embrittlement challenges
    Patanwar, Yugal Kishor
    Kim, Hyung-Mok
    Deb, Debasis
    Gujjala, Yashwanth Kumar
    INTERNATIONAL JOURNAL OF HYDROGEN ENERGY, 2024, 50 : 116 - 133
  • [14] Comparative thermodynamic analysis of compressed air and liquid air energy storage systems
    Krawczyk, Piotr
    Szablowski, Lukasz
    Karellas, Sotirios
    Kakaras, Emmanuel
    Badyda, Krzysztof
    ENERGY, 2018, 142 : 46 - 54
  • [15] Numerical and experimental investigations of concrete lined compressed air energy storage system
    Li, Peng
    Kang, Huan
    Zhu, Qing
    Wu, Yang
    Zhang, Jing
    Fan, Liyang
    Wang, Zhi
    JOURNAL OF CLEANER PRODUCTION, 2023, 390
  • [16] Long-term stability of a lined rock cavern for compressed air energy storage: thermo-mechanical damage modeling
    Zhou, Shuwei
    Xia, Caichu
    Zhou, Yu
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 24 (12) : 2070 - 2093
  • [17] Analytical solution for load sharing in the structure of an underground lined rock cavern for compressed air energy storage and analysis of influencing factors
    Zhang, Guohua
    Xiang, Yue
    Wang, Xinjin
    Xiong, Feng
    Tang, Zhicheng
    Hua, Dongjie
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 : 3633 - 3650
  • [18] Research on influence patterns of fault activation on lining structures in lined rock caverns for underground hydrogen energy storage
    Qiu, Kai
    Li, Shuchen
    Wang, Zonghao
    Wan, Zeen
    Zhao, Shisen
    INTERNATIONAL JOURNAL OF HYDROGEN ENERGY, 2024, 58 : 605 - 620
  • [19] Mechanical properties of rubber sealing material in lined rock cavern for compressed air energy storage considering thermo-mechanical coupling effect
    Liang, Weiming
    Yang, Diansen
    Bian, Hanbing
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 458
  • [20] Analysis of compressed air storage caverns in rock salt considering thermo-mechanical cyclic loading
    Khaledi, Kavan
    Mahmoudi, Elham
    Datcheva, Maria
    Schanz, Tom
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (15)