王粟, 武志德, 王汉鹏, 朱华银, 李正杰. 地下盐穴储气库周期注采运行稳定性评价[J]. 油气储运, 2018, 37(7): 775-779, 789. DOI: 10.6047/j.issn.1000-8241.2018.07.009
引用本文: 王粟, 武志德, 王汉鹏, 朱华银, 李正杰. 地下盐穴储气库周期注采运行稳定性评价[J]. 油气储运, 2018, 37(7): 775-779, 789. DOI: 10.6047/j.issn.1000-8241.2018.07.009
WANG Su, WU Zhide, WANG Hanpeng, ZHU Huayin, LI Zhengjie. Analysis on the stability of salt-cavern underground gas storage during cyclic injection and production[J]. Oil & Gas Storage and Transportation, 2018, 37(7): 775-779, 789. DOI: 10.6047/j.issn.1000-8241.2018.07.009
Citation: WANG Su, WU Zhide, WANG Hanpeng, ZHU Huayin, LI Zhengjie. Analysis on the stability of salt-cavern underground gas storage during cyclic injection and production[J]. Oil & Gas Storage and Transportation, 2018, 37(7): 775-779, 789. DOI: 10.6047/j.issn.1000-8241.2018.07.009

地下盐穴储气库周期注采运行稳定性评价

Analysis on the stability of salt-cavern underground gas storage during cyclic injection and production

  • 摘要: 地下盐穴储气库库容量大、运行时间长、注采运行频繁,针对储气库周期注采运行稳定性的分析至关重要。以中国某地下盐穴储气库为例,根据实际注采运行数据,利用Flac3D有限差分软件模拟注采运行过程,通过分析盐岩扩容损伤、塑性区分布、水平位移、体积收缩率,得到了盐岩性质、矿柱稳定性、注采气对腔体稳定性的影响。结果表明:在7年的周期注采后,盐腔周围未发生扩容损伤破坏,安全系数大于5;两腔之间矿柱塑性区未发生连通,矿柱稳定; 盐腔体积收缩率最大为1.78%,腔体的年体积收缩率符合安全标准,储气库处于稳定状态。

     

    Abstract: The salt-cavern underground gas storage is characterized by large storage capacity, long running time and frequent injection-production operation, so it is crucial to analyze its stability during its cyclic injection-production operation. In this paper, the dilatancy damage, plastic zone distribution, horizontal displacement and volume shrinkage rate of salt rock were analyzed in the engineering background of one domestic salt-cavern underground gas storage. Based on its actual injection and production data, the process of injection and production was simulated by using the Flac3D finite difference software. And accordingly, the effects of salt rock properties, pillar stability and gas injection/production on the cavity stability were figured out. It is shown that after 7 years' cyclic injection-production operation, no dilatancy damage occurs around the salt cavity and the safety factor is higher than 5. Besides, the plastic zone of pillar between two cavities is not connected, the pillar is stable, and the maximum volume shrinkage rate of the cavity is 1.78%. It is indicated that the annual volume shrinkage rate of the cavity is in accordance with the safety standard and the underground gas storage is in the steady state.

     

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