JIANG Zhong-ming, LI Peng, ZHAO Hai-bin, et al. Experimental study on performance of shallow rock cavern
for compressed air energy storage[J]. 2020, 41(1): 235-241.
DOI:
JIANG Zhong-ming, LI Peng, ZHAO Hai-bin, et al. Experimental study on performance of shallow rock cavern
for compressed air energy storage[J]. 2020, 41(1): 235-241.DOI: 10.16285/j.rsm.2018.2175.
Experimental study on performance of shallow rock cavern
for compressed air energy storage
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.
Influence of construction gap on the force of steel lining in compressed air storage cavern
Burst characteristics of rock under a high internal air pressure
Stability and tangential strain analysis of large-scale compressed air energy storage cavern
Nonlinear mechanical response of surrounding rock in compressed air energy storage cavern based on Hoek-Brown criterion
Interface strength characteristics of surrounding rock-lining composite structures under cyclic loading
Related Author
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
ZHU Xu-cong
XU Chen
XU Ying-jun
XIA Cai-chu
Related Institution
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology
School of Mechanics and Civil Engineering, China University of Mining and Technology
Energy Development Research Institute Co., Ltd.,, Guangzhou
Ningbo Key Laboratory of Energy Geostructure, Ningbo University