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Investigation of ground condition changes due to cryogenic conditions in an underground LNG storage plant

机译:研究地下液化天然气储存厂中因低温条件引起的地面条件变化

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摘要

To investigate the feasibility of a new concept of storing Liquefied Natural Gas (LNG) in a lined hard rock cavern, and to develop essential technologies for constructing underground LNG storage facilities, a small pilot plant storing liquid nitrogen (LN2) has been constructed at the Korea Institute of Geoscience and Mineral Resources (KIGAM). The LN2 stored in the cavern will subject the host rock around the cavern to very low temperatures, which is expected to cause the development of an ice ring and the change of ground condition around the storage cavern. To investigate and monitor changes in ground conditions at this pilot plant site, geophysical, hydrogeological, and rock mechanical investigations were carried out. In particular, geophysical methods including borehole radar and three-dimensional (3D) resistivity surveys were used to identify and monitor the development of an ice ring, and other possible changes in ground conditions resulting from the very low temperature of LN2 in the storage tank. We acquired 3D resistivity data before and after storing the LN2, and the results were compared. From the 3D images obtained during the three phases of the resistivity monitoring survey, we delineated zones of distinct resistivity changes that are closely related to the storage of LN2. In these results, we observed a decrease in resistivity at the eastern part of the storage cavern. Comparing the hydrogeological data and joint patterns around the storage cavern, we interpret this change in resistivity to result from changes in the groundwater flow pattern. Freezing of the host rock by the very low temperature of LN2 causes a drastic change in the hydrogeological conditions and groundwater flow patterns in this pilot plant.
机译:为了研究在衬砌的硬岩洞穴中存储液化天然气(LNG)的新概念的可行性,并开发建造地下LNG存储设施的必要技术,在该地区建造了一个小型的存储液氮(LN2)的中试工厂。韩国地球科学与矿产研究所(KIGAM)。储存在洞穴中的LN2将使洞穴周围的主体岩石处于非常低的温度下,这预计会导致冰环的形成和存储洞穴周围地面条件的变化。为了调查和监测该试验工厂现场的地面条件变化,进行了地球物理,水文地质和岩石力学研究。特别是,包括钻孔雷达和三维(3D)电阻率调查在内的地球物理方法被用于识别和监视冰环的形成以及储罐中LN2的极低温度导致的其他地面条件变化。在存储LN2之前和之后,我们获取了3D电阻率数据,并对结果进行了比较。从在电阻率监测调查的三个阶段中获得的3D图像,我们描绘了与LN2的存储密切相关的明显电阻率变化的区域。在这些结果中,我们观察到储层洞穴东部的电阻率下降。比较存储洞穴周围的水文地质数据和节理型式,我们解释了这种电阻率的变化是由于地下水流型的变化引起的。 LN2的极低温度使基质岩石冻结,导致该中试工厂的水文地质条件和地下水流型发生了急剧变化。

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