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CT-CFD integrated investigation into porosity and permeability of neat early-age well cement at downhole condition

机译:CT-CFD在井下条件下对纯净早井水泥的孔隙度和渗透率的综合研究

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This study presents an experimental and numerical approach to investigate the permeability of neat early-age (7 days) well cement sample under downhole conditions (50 degrees C and 10 MPa). Realistic representative volume elements (RVEs) were first extracted from Class G cement sample. Porosity and permeability (poroperm) of the RVEs were then calculated through combining computed tomography (CT) with three-dimensional (3D) computational fluid dynamics (CFD) technique. In the end, poroperm data of well cement and formation rocks were compared. Results show that 1) at the micron scale (2.64 mu m), nonuniform porosity distribution in cement sample was observed, which caused the permeability disparities at different locations. The minimum RVE size should be determined on a case-by-case basis. The characteristic linear curve-fitting line was generated to correlate the permeability with the effective porosity. 2) Average effective porosity values calculated from the representative element volumes were introduced into the correlation curve to determine the permeability of cement sample. From the simulation, the permeability of the neat early-age Class G cement sample at downhole condition was estimated to be 9.771 x 10(-17) m(2).3) Juxtaposed with poroperm experiment data of different formation rocks, the pomperm of neat early-age well cement are mainly distributed in the sandstone zone, which suggests that the permeability of neat early-age cement is close to permeability of tight sandstone formations. The linear relationship between poroperm of neat early-age well cement sample in semi-log plot indicates its permeability behavior will approach to that of shale if the hydration process of cement is continued. (C) 2019 Elsevier Ltd. All rights reserved.
机译:这项研究提供了一种实验和数值方法来研究井下条件(50摄氏度和10兆帕)下的纯净早龄(7天)井水泥样品的渗透率。首先从G类水泥样品中提取实际的代表性体积元素(RVE)。然后,通过将计算机断层扫描(CT)与三维(3D)计算流体力学(CFD)技术相结合,计算出RVE的孔隙率和渗透率(poroperm)。最后,比较了井水泥和地层岩石的波罗姆数据。结果表明:1)在微米级(2.64μm)处,观察到水泥样品中的孔隙率分布不均匀,这导致了不同位置的渗透率差异。最小RVE大小应根据具体情况确定。生成了特征线性曲线拟合线以使渗透率与有效孔隙率相关。 2)将由代表性元素体积计算的平均有效孔隙率值引入相关曲线,以确定水泥样品的渗透率。从模拟结果来看,井下条件下的纯净早龄G类水泥样品的渗透率估计为9.771 x 10(-17)m(2)。3)与不同地层岩石的渗透试验数据并列。纯净的早熟水泥主要分布在砂岩带中,这说明纯净的早熟水泥的渗透率接近致密砂岩地层的渗透率。在半对数图中,纯早井水泥样品的渗透性之间的线性关系表明,如果继续进行水泥的水化过程,渗透性将接近页岩渗透性。 (C)2019 Elsevier Ltd.保留所有权利。

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