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| Study on subsidence and early-warning threshold of salt cavern gas storage based on influence function method |
| CHEN Feng1,HU Shizhang2,WANG Ya2,WANG Ziheng3,MENG Xin4,YE Liangliang1 |
| (1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. Sinopec Gas Storage Company,Zhengzhou,Henan 450000,China;3. College of Resource and Safety Engineering,Chongqing University,Chongqing 400045,China;4. College of Earth Science and Engineering,North China University of Water Resources and Electric Power,Zhengzhou,Henan 450046,China) |
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Abstract In view of the lack of effective theoretical prediction models for surface subsidence caused by the operation of groups of salt caverns for gas storage,this paper studies the surface subsidence caused by cavern shrinkage of gas storage through the influence function method. The numerical simulation method is used to study the influence function method,including the variation law of the volume transfer coefficient of single cavern and the influencing factors of double cavern. A surface subsidence prediction model based on cavern group effect correction is established using the influence function method. Combined with the engineering experiment of Jintan gas storage,the modified surface subsidence prediction model is used to analyze the subsidence above salt caverns,and a surface subsidence early-warning threshold based on the safety of cavern volume shrinkage is proposed. The conclusion shows that the influence function method can effectively calculate the surface subsidence caused by the shrinkage of the salt cavern. During the operation period of the salt cavern gas storage,the volume transfer coefficient is between 0.6–0.8,and it continuously increases with the increase of the volume shrinkage ratio of the gas storage. Applied to engineering examples,the recommended early-warning threshold for surface subsidence during the operation period of the salt cavern gas storage is that the cumulative value does not exceed 200 mm.
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CHEN Weizhong1*, LIU Xinyu1, 2, YANG Jianping1, WANG Wei1, 2, ZANG Zhonghai3, DING Hongyuan3, ZHANG Zheyuan3, WANG Xiaogang3, SHI Zhengrong1. Development of a large-scale 3D physical model test system for underground energy storage caverns and its model experimental study[J]. , 2026, 45(6): 1615-1628. |
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