Predicting rock strength variability across stratigraphic interfaces in caprock lithologies at depth: Correlation between outcrop and subsurface

Q2 Earth and Planetary Sciences
E. Petrie, T. Jeppson, James P. Evans
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引用次数: 15

Abstract

Open faults and fractures act as a major control of fluid flow in the subsurface, especially in fine-grained, low-permeability lithologies. These discontinuities commonly form a part of seal bypass systems, which can lead to the failure of hydrocarbon traps, CO2 geosequestration sites, and waste and injected fluid repositories. We evaluate mesoscale variability in fracture density, morphology and the variability in elastic moduli in the Jurassic Carmel Formation, a proposed seal to the underlying Navajo Sandstone for CO2 geosequestration. By combining mechanostratigraphic outcrop observations with elastic moduli derived from wireline-log data, we characterize the variability in fracture pattern and morphology with the observed variability in rock strength within this heterolithic top seal. Outcrop inventories of discontinuities show that fracture densities decrease as bed thickness increases and that fracture propagation morphology across lithologic interfaces vary with changing interface type. Dynamic elastic moduli, calculated from wireline-log data, show that Young's modulus ranges by as much as 40 GPa (5,801,510 psi) across depositional interfaces and by an average of 3 GPa (435,113 psi) across the reservoir-seal interface. We expect that the mesoscale changes in rock strength will affect the distributions of localized stress and thereby influence fracture propagation and fluid flow behavior within the seal. These data provide a means to closely tie outcrop observations to those derived from subsurface data and estimates of subsurface rock strength. The characterization of rock strength variability is especially important for modeling the response of caprocks to changing stress conditions associated with increased fluid pressures and will allow for better site screening and subsurface fluid management.
预测深层盖层岩性地层界面上岩石强度变化:露头与地下的相关性
在地下,特别是在细粒、低渗透岩性中,开放断层和裂缝是流体流动的主要控制因素。这些不连续性通常构成密封旁路系统的一部分,可能导致油气圈闭、二氧化碳地质封存点、废物和注入流体储存库的失效。研究人员评估了侏罗纪Carmel组裂缝密度、形态和弹性模量的中尺度变化,该组是纳瓦霍砂岩下的一种地质封存封存封存物。通过将机械地层露头观测与电缆测井数据得出的弹性模量相结合,我们描述了裂缝模式和形态的可变性,以及观察到的异质岩石顶部密封中岩石强度的可变性。不连续面露头清单显示,裂缝密度随层厚的增加而降低,裂缝在岩性界面上的扩展形态随界面类型的变化而变化。根据电缆测井数据计算的动态弹性模量显示,Young's模量在沉积界面上的范围高达40 GPa (5801510 psi),在储层-密封界面上的平均范围为3 GPa (435113 psi)。我们预计岩石强度的中尺度变化将影响局部应力的分布,从而影响裂缝的扩展和密封内流体的流动行为。这些数据提供了一种将露头观测与地下数据和地下岩石强度估计紧密联系起来的方法。岩石强度变异性的表征对于模拟盖层对与流体压力增加相关的不断变化的应力条件的响应尤其重要,并且可以更好地进行现场筛选和地下流体管理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Environmental Geosciences
Environmental Geosciences Earth and Planetary Sciences-Earth and Planetary Sciences (all)
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