基于CO2永久封存目的的储层岩石力学弹性参数研究

Adam Lacman, Matěj Křístek, Patricie Karol, Martin Klempa
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引用次数: 0

摘要

二氧化碳的排放被认为是造成气候变化的部分原因。减少二氧化碳排放的有效方法之一是将其储存在有利的岩石结构中,例如开采的碳氢化合物矿床。这种储层结构保证了天然的密封性。由于长期的二氧化碳储存,沉积物中压力条件的增加会导致裸露岩石的分裂。因此,有必要对现有岩心样品进行地质力学试验。本文介绍了利用无损检测方法测定油气储层岩石力学弹性参数的实验室研究结果。这种方法的优点是可以在暴露于CO2之前和之后测试给定样品。进行的实验室研究揭示了测试样品的测量力学弹性参数的显着差异。考虑到同一矿床的储层结构是一致的,因此有必要对地质力学参数进行详细的测试。据解释,研究发现的力学弹性参数的差异可能是由岩性组成的差异引起的(为此,采用了XRD粉末衍射),或者是由给定的力学扰动引起的,例如,由构造-构造过程导致的裂缝。不同的湿度也会对被测样品的饱和度产生影响。
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Study of Mechanical-Elastic Parameters of Reservoir Rocks with Respect to the Purpose of Permanent CO2 Storage
CO2 emissions are considered to be partly responsible for climate change. One of the available methods to reduce CO2 emissions is its storage in favorable rock structures, such as mined hydrocarbon deposits. Natural hermeticity is guaranteed with this reservoir structure. An increase in pressure conditions in the deposit, induced by long-term CO2 storage, can lead to the splitting of exposed rocks. It is therefore necessary to carry out geomechanical tests on available drill core samples. The presented article presents the results of laboratory research aimed at determining the mechanical-elastic parameters of reservoir rocks of a hydrocarbon deposit using non-destructive testing. The advantage of this method is the possibility of testing the given samples before and after exposure to CO2. The laboratory research carried out revealed significant differences in the measured mechanical-elastic parameters of the tested samples. Taking into account that samples of the consistent reservoir structure of the same deposit were tested, the necessity of detailed testing of geomechanical parameters arises. It was interpreted that the differences in mechanical-elastic parameters found by the research may be caused by differences in the lithological composition (for these purposes, XRD powder diffraction was implemented), or by mechanical disturbance given, for example, by fracture predisposed by structural-tectonic processes. Different humidity can also have an effect, or degree of saturation of the tested samples.
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