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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (7): 1533-1545.DOI: 10.3973/j.issn.2096-4498.2026.07.014

• 规划与设计 • 上一篇    下一篇

水电站闲置洞室改建为CAES地下储气库的方法

张世殊1, 邓兴富1, 程丽娟1, 卢薇1, 蒋中明2, *, 杨雪2, 刘琛智2, 黄湘宜2, 廖峻慧2, 石兆丰2, 肖宁宁2, 尹崇林1   

  1. (1. 中国电建集团成都勘测设计研究院有限公司, 四川 成都 610072; 2. 长沙理工大学水利与海洋工程学院, 湖南 长沙 410114)
  • 出版日期:2026-07-20 发布日期:2026-07-20
  • 作者简介:张世殊(1970—),男,河南洛阳人,2014年毕业于四川大学,岩土工程专业,博士,正高级工程师,现从事水电工程勘察方面的管理与研究工作。E-mail: 1992070@chidi.com.cn。 *通信作者: 蒋中明, E-mail: zzmmjiang@163.com。

Reconstruction Method of Idle Hydropower Caverns for Compressed Air Energy Storage

ZHANG Shishu1, DENG Xingfu1, CHENG Lijuan1, LU Wei1, JIANG Zhongming2, *, YANG Xue2, LIU Chenzhi2, HUANG Xiangyi2, LIAO Junhui2, SHI Zhaofeng2, XIAO Ningning2, YIN Chonglin1   

  1. (1. PowerChina Chengdu Engineering Corporation Limited, Chengdu 610072, Sichuan, China; 2. School of Hydraulic and Ocean Engineering, Changsha University of Science & Technology, Changsha 410114, Hunan, China)
  • Online:2026-07-20 Published:2026-07-20

摘要: 为探讨水电站闲置洞室改建为储气库的利用价值,通过文献调研总结水电站地下洞室的工程布局特点、结构型式和地质条件,结合数值分析手段对比分析不同改建方式下的受力特性,并提出相应的改建原则、方法和实施流程。研究表明: 1)将水电站闲置导流洞改建为地下储气库可大幅降低建造成本、充分利用现有地下空间资源,并能依托水电站既有道路与电力接入设施,实现闲置资源的再生利用; 2)可通过限定埋深与围岩等级,确保储气库以及水电站既有运行洞室的基础稳定性; 3)在条件允许的前提下,储气库宜优先采用环形布置方式,利用其结构连通性显著提升洞内热均衡性并降低温控成本; 4)改建方式包括洞室断面局部修整、断面型式改建、扩挖和新增洞室等多种类型,城门洞形储气库断面局部修整可降低20.87%的衬砌拉应力和90.93%的拉应变,采用圆形洞室可降低40.43%的衬砌拉应力和97.87%的拉应变; 5)为满足高压气体的密封要求,所有改建后的洞室均需增设密封层结构; 6)利用水电站闲置洞室改建为压缩空气储能地下储气库,在技术可行性与综合效益方面均具备显著优势。

关键词: 压缩空气储能, 地下储气库, 水电站, 闲置洞室, 改建方法

Abstract: Advances in compressed air energy storage (CAES) technology, coupled with implementation of the integrated “wind-solar-hydro-storage” clean energy development strategy, have created new opportunities for repurposing idle caverns in hydropower projects. To evaluate the feasibility of converting such idle caverns into underground gas-storage facilities, the engineering layout characteristics, structural types, and geological conditions of underground hydropower caverns are first summarized through a literature review. Numerical analyses are then conducted to compare the mechanical behavior of different cavern reconstruction types. Finally, reconstruction principles, methods, and implementation procedures are proposed accordingly. Results indicate that repurposing idle diversion tunnels at hydropower stations into underground gas-storage facilities for CAES offers several advantages. This approach substantially reduces construction costs and improves utilization of existing underground space while promoting resource reuse through existing access roads and power-supply infrastructure. The stability of both the gas-storage cavern and the existing operational caverns can be ensured through appropriate control of burial depths and surrounding rock grades. When conditions permit, an annular layout is preferred for the gas-storage facility because its connectivity considerably enhances thermal equilibrium within the cavern and reduces temperature-control costs. Reconstruction approaches include localized section modification, cross-sectional shape alteration, cavern expansion, and new cavern excavation. For a horseshoe-shaped cavern, localized section modification reduces lining tensile stress and strain by 20.87% and 90.93%, respectively, whereas for a circular cavern, the corresponding reductions reach 40.43% and 97.87%. To meet the sealing requirements for high-pressure gas storage, all reconstructed caverns must also be equipped with a sealing layer. In summary, converting idle hydropower caverns into CAES underground gas-storage facilities offers clear advantages in both technical feasibility and overall benefits.

Key words: compressed air energy storage, underground air storage cavern, hydropower station, idle cavern, reconstruction method