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描述控制富含 CO2 盐水流经的裂缝水泥渗透率变化的机制。

Characterization of the mechanisms controlling the permeability changes of fractured cements flowed through by CO2-rich brine.

机构信息

Géosciences, Université Montpellier, CNRS, UMR 5243, 34095 Montpellier cx 5, France.

出版信息

Environ Sci Technol. 2013 Sep 17;47(18):10332-8. doi: 10.1021/es401317c. Epub 2013 Sep 6.

Abstract

Experiments were conducted to assess the potential impact of fractured well-cement degradation on leakage rate. Permeability was monitored while CO2-enriched reservoir-equilibrated brine was flowed at constant rate through a single fracture in a class G cement core under conditions mimicking geologic sequestration environments (temperature 60 °C, pressure 10 MPa). The results demonstrate that, at least for the conditions used in the experiment, an initial leakage in a 42 μm aperture fracture (permeability = 1.5 × 10(-10) m(2)) can be self-mitigated due to the decrease of the fracture hydraulic aperture after about 15 h. This decrease results from the development of continuous highly hydrated amorphous Si-rich alteration products at the edge of the fracture and the dense carbonation of the bulk cement that mitigate the penetration of the alteration front.

摘要

进行了实验来评估裂缝水泥降解对泄漏率的潜在影响。在模拟地质封存环境(温度 60°C,压力 10 MPa)下,通过在单条裂缝中以恒定速率流动富含 CO2 的储层平衡盐水,监测渗透率,该裂缝位于 G 级水泥岩心内。实验结果表明,至少在实验中使用的条件下,由于裂缝水力开度在大约 15 小时后减小,初始泄漏(在 42 μm 孔径裂缝中,渗透率=1.5×10(-10) m(2))可以自我缓解。这种减少是由于在裂缝边缘形成连续的高水合无定形富硅蚀变产物以及水泥体的密集碳化,从而减缓了蚀变前缘的渗透。

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