EI、Scopus 收录
中文核心期刊
Turn off MathJax
Article Contents
Wang Zhechao, Jia Wenjie, Feng Xiating, Wang Jingkui. Analysis solution of limit storage pressures for tunnel type lined gas storage caverns. Chinese Journal of Theoretical and Applied Mechanics, 2023, 55(2): 1-9 doi: 10.6052/0459-1879-22-474
Citation: Wang Zhechao, Jia Wenjie, Feng Xiating, Wang Jingkui. Analysis solution of limit storage pressures for tunnel type lined gas storage caverns. Chinese Journal of Theoretical and Applied Mechanics, 2023, 55(2): 1-9 doi: 10.6052/0459-1879-22-474

ANALYSIS SOLUTION OF LIMIT STORAGE PRESSURES FOR TUNNEL TYPE LINED GAS STORAGE CAVERNS

doi: 10.6052/0459-1879-22-474
  • Received Date: 2022-10-06
  • Accepted Date: 2022-12-14
  • Available Online: 2022-12-22
  • Tunnel lined cavern gas storage is a new energy storage method, which helps balance supply and demand, promotes the continuous transition from fossil energy to green energy, and facilitates the realization of national goal of "carbon neutralization and carbon peak". In this paper, the ultimate equilibrium method and the elastoplastic analysis method are used to derive the analytical solution of the ultimate storage pressure of tunnel lined rock cavern gas storage. In the ultimate equilibrium method, the self-weight of the overlying surrounding rock, the force of the fracture surface and the ultimate storage pressure are considered, the rigid cone model is selected, and the upper limit pressure expression is derived. In the elastoplastic analysis method, according to the stress distribution law and shear and tensile strength in the surrounding rock, the upper and lower pressure expressions under elastoplastic conditions are derived. Finally, the analytical solution of the ultimate pressure is determined with considering the results obtained by the two methods. The results show that the relationship between the upper limit pressure and the buried depth is quadratic function, and increases with the increase of lateral pressure coefficient; The upper limit pressure and lower limit pressure determined by the elastoplastic analysis method are linear with the burial depth, and the lower limit pressure decreases with the increase of the lateral pressure coefficient, and the lower limit pressure is not considered for the lined gas storage under the condition of class I surrounding rock. When the lateral pressure coefficient is 1.2, the upper limit pressure is the largest, so the tunnel type gas storage should be built as far as possible under the surrounding rock condition with the lateral pressure coefficient of 1.2. Finally, the recommended pressure ranges of lined rock caverns are given according to the upper and lower limit pressure curves under typical working conditions.

     

  • loading
  • [1]
    肖先勇, 郑子萱. “双碳”目标下新能源为主体的新型电力系统: 贡献、关键技术与挑战. 工程科学与技术, 2022, 54(1): 47-59 (Xiao Xianyong, Zheng Zixuan. New power systems dominated by renewable energy towards the goal of emission peak & carbon neutrality: Contribution, key techniques, and challenges. Advanced Engineering Sciences, 2022, 54(1): 47-59 (in Chinese)
    [2]
    Gajda D, Lutyński M. Permeability modeling and estimation of hydrogen loss through polymer sealing liners in underground hydrogen storage. Energies, 2022, 15(7): 2663 doi: 10.3390/en15072663
    [3]
    Ishihata T. Underground compressed air storage facility for CAES-G/T power plant utilizing an airtight lining. International Journal of Rock Mechanics and Mining Sciences & Geomechanics, 1997, 5(1): 17-21
    [4]
    Menéndez J, Fernández-Oro JM, Galdo M, et al. Numerical investigation of underground reservoirs in compressed air energy storage systems considering different operating conditions: Influence of thermodynamic performance on the energy balance and round-trip efficiency. Journal of Energy Storage, 2022, 46: 103816 doi: 10.1016/j.est.2021.103816
    [5]
    Fasihi M, Weiss R, Savolainen J, et al. Global potential of green ammonia based on hybrid PV-wind power plants. Applied Energy, 2021, 294: 116170 doi: 10.1016/j.apenergy.2020.116170
    [6]
    杨春和, 王同涛. 深地储能研究进展. 岩石力学与工程学报, 2022, 41(9): 1729-1759 (Yang Chunhe, Wang Tongtao. Advance in deep underground energy storage. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(9): 1729-1759 (in Chinese)
    [7]
    Wang T, Chai G, Cen X, et al. Safe distance between debrining tubing inlet and sediment in a gas storage salt cavern. Journal of Petroleum Science and Engineering, 2021, 196: 107707 doi: 10.1016/j.petrol.2020.107707
    [8]
    刘冰冰, 武志德, 丁国生等. 盐穴储气库群地表沉降及变形预测分析. 地下空间与工程学报, 2022, 18(S1): 418-425 (Liu Bingbing, Wu Zhide, Ding Guosheng, et al. Prediction analysis of surface subsidence and deformation of salt cavern gas storage group. Chinese Journal of Underground Space and Engineering, 2022, 18(S1): 418-425 (in Chinese)
    [9]
    蒲宏斌, 汪鑫, 焦建. 金坛储气库井筒风险因素识别及结构重要度分析. 油气储运, 2022, 41(9): 1014-1020 (Pu Hongbin, Wang Xin, Jiao Jian. Identification and structural importance evaluation of wellbore risk factors in jintan gas storage. Oil &Gas Storage and Transportation, 2022, 41(9): 1014-1020 (in Chinese)
    [10]
    Xu YJ, Zhou SW, Xia CC, et al. Three-dimensional thermo-mechanical analysis of abandoned mine drifts for underground compressed air energy storage: A comparative study of two construction and plugging schemes. Journal of Energy Storage, 2021, 39: 102696 doi: 10.1016/j.est.2021.102696
    [11]
    夏才初, 张平阳, 周舒威等. 大规模压气储能洞室稳定性和洞周应变分析, 岩土力学, 2014, 35(5): 1391-1398

    Xia Caichu, Zhang Pingyang, Zhou Shuwei, et al. Stability and tangential strain analysis of large-scale compressed air energy storage cavern. Rock and Soil Mechanics, 2014, 35(5): 1391-1398. (in Chinese))
    [12]
    周舒威, 夏才初, 张平阳等. 地下压气储能圆形内衬洞室内压和温度引起应力计算, 岩土工程学报, 2014, 36(11): 2025-2035

    Zhou Shuwei, Xia Caichu, Zhang Pingyang, et al. Analytical approach for stress induced by internal pressure and temperature of underground compressed air energy storage in a circular lined rock cavern. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2025-2035. (in Chinese))
    [13]
    Jongpradist P, Tunsakul J, Kongkitkul W, et al. High internal pressure induced fracture patterns in rock masses surrounding caverns: experimental study using physical model tests. Engineering Geology, 2015, 197: 158-171 doi: 10.1016/j.enggeo.2015.08.024
    [14]
    Ma Y, Rao QH, Huang DY, et al. A new theoretical model of thermo-gas-mechanical (TGM) coupling field for underground multi-layered cavern of compressed air energy storage. Energy, 2022, 257(15): 124646
    [15]
    Jiang ZM, Li P, Tang D, et al. Experimental and numerical investigations of small-scale lined rock cavern at shallow depth for compressed air energy storage. Rock Mechanics and Rock Engineering, 2020, 53(6): 2671-2683 doi: 10.1007/s00603-019-02009-x
    [16]
    Kushnir R, Ullmann A, Dayan A. Thermodynamic and hydrodynamic response of compressed air energy storage reservoirs: a review. Reviews in Chemical Engineering, 2012, 28(2-3): 123-148
    [17]
    Tunsakul J, Jongpradist P, Kim HM, et al. Evaluation of rock fracture patterns based on the element-free Galerkin method for stability assessment of a highly pressurized gas storage cavern. Acta Geotechnica, 2018, 13(4): 817-832 doi: 10.1007/s11440-017-0594-5
    [18]
    Ghaly A, Hanna A. Ultimate pullout resistance of single vertical anchors. Canadian Geotechnical Journal, 1994, 31(5): 661-672 doi: 10.1139/t94-078
    [19]
    Kim HM. Stability analysis for ground uplift in underground storage caverns for high pressurized gas using Hoek-Brown strength criterion and geological strength index (GSI). Tunnel and Underground Space, 2014, 24(4): 289-296 doi: 10.7474/TUS.2014.24.4.289
    [20]
    Basnet CB, Panthi KK. Analysis of unlined pressure shafts and tunnels of selected Norwegian hydropower projects. Journal of Rock Mechanics and Geotechnical Engineering, 2018, 10(3): 486-512 doi: 10.1016/j.jrmge.2017.12.002
    [21]
    Vezole P. Passive vertical anchors and yield design theory. Revue Francaise de Geotechnique, 2002, 98: 47-62
    [22]
    Damasceno DR, Spross J, Johansson F. Reliability-based design methodology for lined rock cavern depth using the response surface method//Li CC, Ødegaard H, Høien AH, Macias J eds. Hard Rock Engineering. ISRM International Symposium-EUROCK, Trondheim. OnePetro, 2020
    [23]
    Kim HM, Park D, Ryu DW, et al. Parametric sensitivity analysis of ground uplift above pressurized underground rock caverns. Engineering geology, 2012, 135: 60-65
    [24]
    王其宽, 张彬, 王汉勋等. 内衬式高压储气库群布局参数优化及稳定性分析. 工程地质学报, 2020, 28(5): 1123-1131 (Wang Qikuan, Zhang Bin, Wang Hanxun, et al. Optimization and stability analysis of layout parameters of lined high-pressure gas storage caverns. Journal of Engineering Geology, 2020, 28(5): 1123-1131 (in Chinese) doi: 10.13544/j.cnki.jeg.2020-305
    [25]
    Chen XH, Wang JG. Stability analysis for compressed air energy storage cavern with initial excavation damage zone in an abandoned mining tunnel. Journal of Energy Storage, 2022, 45: 103725 doi: 10.1016/j.est.2021.103725
    [26]
    徐英俊, 夏才初, 周舒威等. 基于极限分析上限定理的压气储能洞室抗隆起破坏准则, 岩石力学与工程学报, 2022, 41(10): 1971-1980

    Xu Yingjun, Xia Caichu, Zhou Shuwei, et al. Anti-uplift failure criterion of caverns for compressed air energy storage based on the upper bound theorem of limit analysis. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(10): 1971-1980 (in Chinese))
    [27]
    Zhang J, Zadeh AH, Kim S. Geomechanical and energy analysis on the small-and medium-scale CAES in salt domes. Energy, 2021, 221: 119861 doi: 10.1016/j.energy.2021.119861
    [28]
    He W, Luo X, Evans D, et al. Exergy storage of compressed air in cavern and cavern volume estimation of the large-scale compressed air energy storage system. Applied energy, 2017, 208: 745-757 doi: 10.1016/j.apenergy.2017.09.074
    [29]
    Perazzelli P, Anagnostou G. Design issues for compressed air energy storage in sealed underground cavities. Journal of Rock Mechanics and Geotechnical Engineering, 2016, 8(3): 314-328 doi: 10.1016/j.jrmge.2015.09.006
    [30]
    Kushnir R, Dayan A, Ullmann A. Temperature and pressure variations within compressed air energy storage caverns. International Journal of Heat and Mass Transfer, 2012, 55(21-22): 5616-5630 doi: 10.1016/j.ijheatmasstransfer.2012.05.055
    [31]
    Carranza TC, Fosnacht, D, Hudak, G. Geomechanical analysis of the stability conditions of shallow cavities for compressed air energy storage (CAES) applications. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2017, 3(2): 131-174 doi: 10.1007/s40948-017-0049-3
    [32]
    郑颖人, 朱合华, 方正昌等. 地下工程围岩稳定分析与设计理论. 北京: 人民交通出版社, 2012

    Zheng Yingren, Zhu Hehua, Fang Zhengchang, et al. Stability Analysis and Design Theory of Surrounding Rock in Underground Engineering. Beijing: China Communications Press, 2012 (in Chinese))
    [33]
    郑颖人, 赵尚毅, 邓楚键等. 有限元极限分析法发展及其在岩土工程中的应用. 中国工程科学, 2006(12): 39-61, 112 (Zheng Yingren, Zhao Shangyi, Deng Chujian, et al. Development of finite element limit analysis method and application in geotechnical engineering. Strategic Study of CAE, 2006(12): 39-61, 112 (in Chinese) doi: 10.3969/j.issn.1009-1742.2006.12.005
    [34]
    徐芝纶. 弹性力学简明教程. 北京: 高等教育出版社, 2013

    Xu Zhilun. Brief Tutorial on Elastic Mechanics. Beijing: Higher Education Press, 2013 (in Chinese))
    [35]
    Kirsch G. Die Theorie der Elastizitat und die Bedurfnisse der Festigkeitslehre. Zeitschrift des Vereines Deutscher Ingenieure, 1898, 42: 797-807
    [36]
    Ryu DW, Lee YK. Stability analysis of concrete plugs in a pilot cavern for compressed air energy storage//Qian Qihu, Zhou Yingxin eds. Harmonising Rock Engineering and the Environment, Proceedings of the 12th ISRM International Congress on Rock Mechanics, Beijing. Boca Raton: CRC Press, 2012: 701-702
    [37]
    Kim HM, Rutqvist J, Jeong JH, et al. Characterizing excavation damaged zone and stability of pressurized lined rock caverns for underground compressed air energy storage. Rock Mechanics and Rock Engineering, 2013, 46(5): 1113-1124 doi: 10.1007/s00603-012-0312-4
    [38]
    Geissbühler L, Becattini V, Zanganeh G. Pilot-scale demonstration of advanced adiabatic compressed air energy storage, Part 1: Plant description and tests with sensible thermal-energy storage. Journal of Energy Storage, 2018, 17: 129-139 doi: 10.1016/j.est.2018.02.004
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(7)  / Tables(2)

    Article Metrics

    Article views (131) PDF downloads(11) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return