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万发, 蒋中明, 廖峻慧, 李海峰. 地下水对CAES地下储气库气密性和围岩稳定性影响[J]. 岩土工程学报. DOI: 10.11779/CJGE20230337
引用本文: 万发, 蒋中明, 廖峻慧, 李海峰. 地下水对CAES地下储气库气密性和围岩稳定性影响[J]. 岩土工程学报. DOI: 10.11779/CJGE20230337
Study on the influence of groundwater on air tightness and surrounding rock stability of CAES underground gas storage[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230337
Citation: Study on the influence of groundwater on air tightness and surrounding rock stability of CAES underground gas storage[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230337

地下水对CAES地下储气库气密性和围岩稳定性影响

Study on the influence of groundwater on air tightness and surrounding rock stability of CAES underground gas storage

  • 摘要: 压缩空气储能(CAES)储气库密封和稳定是保证电站安全稳定运行的基础,储气库受力影响因素众多,且特性复杂,长期运行过程中气密性和稳定性的精准预测和评估一直是热点和难点。本文以考虑泄漏和传热过程的压缩空气热力学模型为非稳态边界、以热流固耦合理论为核心建立了储气库多物理场耦合下气密性和稳定性联合分析模型,探讨了洞周围岩中的地下水对储气库气密性和稳定性的影响。研究成果表明:(1)地下水的存在可使储气库每个循环气体损失量降低78%;(2)衬砌结构为受力主体,主要受拉应力作用,顶部和底部拉应力集中,需注意加密配筋;(3)对地下储气库而言,地下水的存在可大幅度降低衬砌有效应力和围岩塑性区面积。因此地下水可有效辅助密封并有利于衬砌围岩结构稳定。

     

    Abstract: The tightness and stability of compressed air energy storage (CAES) gas reservoir is the basis to ensure the safe operation of power station. There are many factors affecting the mechanics of gas reservoir and its mechanics characteristics are complex. The accurate prediction and evaluation of reliability and stability in the long-term operation process has always been an important topic. Based on the thermodynamic model of compressed air considering the leakage and heat transfer process as the unsteady boundary and the theory of heat-fluid-solid coupling as the core, this paper establishes a joint analysis model of gas storage under the coupling of multiple physical fields. The influence of groundwater in the rocks around the cave on the air tightness and stability of gas storage is studied. The results show that: (1) The existence of groundwater can reduce the gas loss per cycle in gas storage by 78%; (2) The lining is the main stress structure, which is mainly subjected to tensile stress, and the tensile stress at the top and bottom is concentrated, so it is necessary to pay attention to dense reinforcement; (3) The existence of groundwater can greatly reduce the effective stress of lining and the plastic zone area of surrounding rock. Therefore, groundwater can effectively assist sealing and is beneficial to the stability of lining surrounding rock structure.

     

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