用Kuster ToksÖz差分法识别Salawati盆地泻湖和障壁碳酸盐岩的孔隙类型以模拟剪切波速

Y. Wulandari, M. Rosid
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引用次数: 0

摘要

沉积岩孔隙的形状取决于岩石基质颗粒的几何结构。由于成岩作用和沉积环境的影响,碳酸盐岩具有比碎屑岩更复杂的孔隙类型。该研究分析了Kais碳酸盐岩在障壁和泻湖环境中的沉积。它将孔隙分为颗粒间孔隙、发霉/凹陷孔隙和微裂纹。岩石中孔隙的类型与其刚度和抗剪能力直接相关,而抗剪能力会影响其剪切波速(Vs)。因此,较高的剪切模量导致较高的Vs值。储层特征在很大程度上依赖于Vs数据。然而,这些数据仅限于观察到的区域。因此,Vs建模是一种更有效的方法。建模将与孔隙类型的识别一起进行。岩石模量通过孔隙包裹体法计算,使用微分Kuster Toksöz(DKT)方程并定义纵横比,反映孔隙类型。YP-1井为障壁碳酸盐,YP-2和YP-3井为泻湖碳酸盐,主要孔隙类型为颗粒间碳酸盐。Kais顶部存在微裂纹。YP-4和YP-5具有相似比例的微裂纹和颗粒间孔隙作为主要孔隙类型。预测的Vs和测量的对数与大于0.8的R2值强烈相关。微裂纹的Vs值范围为2300英尺/秒至6000英尺/秒,颗粒间裂纹为6000英尺/s至8500英尺/秒。8500英尺/秒以上的孔隙类型非常坚硬(发霉孔隙类型)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Identifying Pore Type of Lagoon and Barrier Carbonate to Model Shear Wave Velocity in Salawati Basin by Differential Kuster-ToksÖz
The shape of pores in sedimentary rocks is dependent on the geometric structure of the rock matrix grains. Carbonate rocks have more complex pore types compared to clastic due to the effects of diagenesis and the depositional environment. The study analyzed the deposition of Kais carbonate in barrier and lagoon environments. It categorized the pores into inter-particle, moldic/vuggy, and micro-cracks. The type of pore in a rock is directly related to its stiffness and shear resistance, which influences its shear wave velocity (Vs). Thus, a higher shear modulus leads to a higher Vs value. Reservoir characterization heavily relies on the Vs data. However, this data is limited to the observed area. Therefore, Vs modeling is a more effective and efficient approach. The modeling will conduct thoroughly with the identification of the pore type. The rocks moduli are calculated by the pore inclusion method using the differential Kuster-Toksöz (DKT) equation and defining the aspect ratio, reflecting the pore type. The YP-1 well has barrier carbonate, while YP-2 and YP-3 have lagoon carbonate with inter-particle as the primary pore type. Micro-cracks on top of Kais are present. YP-4 and YP-5 have similar proportions of micro-cracks and inter-particle as dominant pore types. The predicted Vs and measured logs strongly correlate with an R2 value above 0.8. The Vs value range for micro-cracks is 2,300 ft/s to 6,000 ft/s, and for inter-particle, it is 6,000 ft/s to 8,500 ft/s. Pore types above 8,500 ft/s are very stiff (moldic pore type).
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