Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (1): 235-241.doi: 10.16285/j.rsm.2018.2175

• Geotechnical Engineering • Previous Articles     Next Articles

Experimental study on performance of shallow rock cavern for compressed air energy storage

JIANG Zhong-ming1, 2, LI Peng3, ZHAO Hai-bin3, FENG Shu-rong3, TANG Dong1, 4   

  1. 1. School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, China; 2. Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province, Changsha University of Science & Technology, Changsha, Hunan 410114, China; 3. PowerChina Zhongnan Engineering Corporation Limited, Changsha, Hunan 410014, China; 4. Key Laboratory of Dongting Lake Aquatic Eco-Environmental Control and Restoration of Hunan Province, Changsha University of Science & Technology, Changsha, Hunan 410114, China
  • Received:2018-11-28 Revised:2019-04-28 Online:2020-01-13 Published:2020-01-05
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51778070) and the Science and Technology Planning Project of PowerChina (GW-KJ-2012-26-02).

Abstract: Using rock cavern for compressed air energy storage is a promising method for large-scale energy storage. Ensuring the sealing performance and structural safety of the storage cavern are the core tasks in such construction. To verify the feasibility of shallow rock cavern, a lined cavern within granite stratum was constructed in an exploratory tunnel in Pingjiang pumped storage power station, Hunan, as the first compressed air energy storage in China. The cavern was subjected to 10 cycles of charge and discharge during the test. The test results show that the temperature of the compressed air exhibits a significantly uneven distribution, and the evolution of the temperature can be effectively controlled by the heat exchange system. The leakage rate of the chamber is about 3.2% under the long-term high-pressure condition, implying that good sealing performance is achieved. The maximum deformation of surrounding rock is about 0.35 mm under an internal pressure of 8.7 MPa, and the deformation affected zone caused by high internal pressure is within 10 m, indicating that the surrounding rock is safe. The results can help understand the working performance of underground high-pressure gas storage and can provide a reference for the design of compressed air energy storage in shallow rock caverns.

Key words: compressed air energy storage, shallow rock cavern, air tightness, mechanical responses of surrounding rock

CLC Number: 

  • TU 452
[1] JIANG Zhong-ming, LIU Li-yuan, ZHAO Hai-bin, TANG Dong, HU Wei, MEI Song-hua, LI Peng, . Study of dynamic boundary conditions for thermo-mechanical coupling analysis of underground gas storage cavern [J]. Rock and Soil Mechanics, 2019, 40(3): 1149-1157.
[2] XIA Cai-chu , ZHANG Ping-yang , ZHOU Shu-wei , ZHOU Yu , WANG Rui, . Stability and tangential strain analysis of large-scale compressed air energy storage cavern [J]. , 2014, 35(5): 1391-1398.
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