岩土力学 ›› 2025, Vol. 46 ›› Issue (S1): 454-466.doi: 10.16285/j.rsm.2024.0630CSTR: 32223.14.j.rsm.2024.0630

• 数值分析 • 上一篇    下一篇

废弃矿井氢储能硐室热−流−固耦合响应特征研究

刘瑞1，周舒威1, 2，秦世康1，徐英俊1，何修涵1，冯建业3   

  1. 1. 同济大学 土木工程学院，上海 200092；2. 同济大学 土木工程防灾减灾全国重点实验室，上海 200092； 3. 新疆工程学院 新疆煤炭资源绿色开采教育部重点实验室，新疆 乌鲁木齐 830023
  • 收稿日期:2024-05-23 接受日期:2024-10-23 出版日期:2025-08-08 发布日期:2025-08-28
  • 通讯作者: 周舒威，男，1987年生，博士，教授，博士生导师，主要从事地下硐室储能、岩石断裂力学、智能监控技术等方面的研究。 E-mail: shuwei_zhou@tongji.edu.cn
  • 作者简介:刘瑞，男，1997年生，博士研究生，主要从事废弃矿井改造二次利用、地下压氢储能等方面的研究。E-mail: bukaopu999@gmail.com
  • 基金资助:
    国家自然科学基金优秀青年科学基金（海外）（2021）；国家自然科学基金面上项目（No.52278408）；中央高校基本科研业务费专项资金（No.22120240146）。

Thermo-hydro-mechanical coupling response characteristics of compressed hydrogen energy storage cavern in abandoned mines

LIU Rui1, ZHOU Shu-wei1, 2, QIN Shi-kang1, XU Ying-jun1, HE Xiu-han1, FENG Jian-ye3   

  1. 1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 3. Key Laboratory of Xinjiang Coal Resources Green Mining of Ministry of Education, Xinjiang Institute of Engineering, Urumqi, Xinjiang 830023, China
  • Received:2024-05-23 Accepted:2024-10-23 Online:2025-08-08 Published:2025-08-28
  • Supported by:
    This work was supported by the National Natural Science Foundation of China for Excellent Young Scientists (Overseas) (2021), the General Program of National Natural Science Foundation of China (52278408) and the Fundamental Research Funds for the Central Universities (22120240146).

PDF (Chinese)

43

摘要： 对废弃矿井进行改造用于压氢储能，可实现废弃资源的利用和氢气的大规模安全存储。建立废弃矿井压氢储能热−流−固耦合分析理论框架，通过已有解析解对数值模型进行验证，针对某矿废弃矿井进行三维建模研究，并对其压氢储能过程中的热−流−固响应特征及损伤特性进行分析。研究结果表明：所建立的废弃矿井压氢储能热−流−固耦合理论框架可精细化表征压氢储能硐室的多场耦合响应；进行改造后的废弃矿井硐室极限存储压力明显高于未改造废弃矿井的极限压力；由于巷道围岩受锚杆索支护影响，硐室岩石表面的损伤整体呈现斑点状；储能硐室围岩塑性区发育方向向下；硐室内表面位移同时向径向和环向发展，在裂纹萌生时发生张拉裂纹、剪切裂纹和扭转裂纹；在联络巷和大巷交界处存在较大温度梯度和气体压力梯度，温度梯度波动范围较小，约为1 m；大巷温度梯度为−25.8～48.8 K/m，联络巷温度梯度为−22.8～43.8 K/m；气体压力梯度约为2 000 Pa/m，其影响范围较大，约为7.5 m。

关键词: 压氢储能硐室, 热?流?固耦合, 废弃矿井, 响应特征, 相场法

Abstract: Renovating abandoned mines for compressed hydrogen energy storage can enable the utilization of waste resources and safety of large-scale storage of hydrogen. A theoretical framework of thermo-hydro-mechanical (THM) coupling for compressed hydrogen energy storage in abandoned mines is established. The numerical model is validated by using a previous analytical solution. A three-dimensional modeling study on an abandoned mine is conducted to analyze the THM responses and damage characteristics during compressed hydrogen energy storage. The study indicates that the established theoretical framework of THM coupling for compressed hydrogen in abandoned mines can be used for precisely describing the multi-field responses of caverns for compressed hydrogen energy storage. The ultimate storage pressure of the abandoned mine cavern after modification is significantly higher than that of the unmodified abandoned mine. Because the tunnel surrounding rock is affected by the support of anchor cables, the overall damage on the surface of the cavern rock appears mottled. The plastic zone in the surrounding rock of the energy storage cavern evolves downward. Radial and hoop displacements are observed on the cavern surface. Upon crack initiation, tensile, shear, and torsional cracks develop. Relatively high temperature and pressure gradients are observed at the junction between the lane and the main lane. The temperature gradient has an influence range of approximately 1 m. The temperature gradient ranges from −25.8 K/m to 48.8 K/m in the main lane and from −22.8 K/m to 43.8 K/m in the contact lane. The pressure gradient has a relatively large influence range of approximately 7.5 m, with a gradient of 2 000 Pa/m.

Key words: compressed hydrogen energy storage cavern, thermo-hydro-mechanical (THM) coupling, abandoned mines, response characteristics, phase field method

中图分类号: TK91，TU9
[1] 薛熠, 杨博鹍, 刘勇, 孙强, 张云, 曹正正, . 液氮循环冷冲击作用下高温花岗岩I型断裂特性研究[J]. 岩土力学, 2025, 46(2): 422-436.
[2] 吕茂淋, 朱珍德, 周露明, 葛鑫梁, . 基于相场法的预制双裂隙岩体水力压裂扩展数值模拟研究[J]. 岩土力学, 2024, 45(6): 1850-1862.
[3] 周泽华, 吕艳, 苏生瑞, 刁钰恒, 王祚鹏, 王剑昆, 赵辉, . 花岗岩质边坡地震动力响应及破坏特征 大型振动台试验研究[J]. 岩土力学, 2022, 43(4): 918-931.
[4] 杨亮, 杨永涛, 郑宏, . 相场数值流形法模拟岩石裂纹扩展[J]. 岩土力学, 2021, 42(12): 3419-3427.
[5] 刘一扬, 宋选民, 朱德福, 李竹. 大块度关键块动态结构力学行为及响应特征研究[J]. 岩土力学, 2020, 41(3): 1019-1028.
[6] 李 尧，李术才，刘 斌，聂利超，张凤凯，徐 磊，王传武，. 钻孔雷达探测地下不良地质体的正演模拟及其复信号分析[J]. , 2017, 38(1): 300-308.
[7] 谢生荣 ，许 磊 ，张广超 ，李世俊 ，龚 爽 ，杨绿刚，. 深部大采高沿空留巷围岩结构沉降破坏与控制[J]. , 2015, 36(2): 569-575.
[8] 肖文联，赵金洲，李 闽，王 俊，李丽君. 富含黏土矿物的低渗砂岩变形响应特征研究[J]. , 2012, 33(8): 2444-2450.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 《岩土力学》编辑部
地址：湖北武汉武昌小洪山中国科学院武汉岩土力学研究所(430071)　邮编：200042　电话：027-87198484　E-mail: ytlx@whrsm.ac.cn
本系统由北京玛格泰克科技发展有限公司设计开发