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Identifying the Representative Elementary Volume for Permeability in Heterolithic Deposits Using Numerical Rock Models

机译:使用数值岩石模型识别异岩性矿床渗透率的代表性基本体积

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摘要

Using a range of realistic 3D numerical lithofacies (dm-scale) models of ripple laminated sandstone intercalated with mudstone we evaluate how single-phase permeability varies as a function of sample support. The models represent a range of mudstone content which is typical for tidal deposits. Furthermore, the spatial distrib-ution of flow barriers (i.e. mudstone) is not random, but governed by sedimentolog-ical rules giving a variable anisotropy ratio as a function of mudstone content. Both vertical and horizontal permeability are found to vary at small sample volumes, but these fluctuations reduce as the sample volume increases. The vertical permeability increases while the horizontal permeability is nearly constant as a function of sam-ple support for small mudstone contents. For higher mudstone content, the horizontal permeability decreases while the vertical permeability is nearly constant as a function of sample support. We propose a criterion, based on a normalised standard deviation, to determine the Representative Elementary Volume (REV). The size of the REV is dependent on both the property measured (vertical and horizontal permeability) and the correlation lengths of the lithological elements (i.e. lithofacies). Based on this we identify three flow upscaling regimes that each require a different method for upscal-ing: (1) layered systems where the arithmetic and harmonic averages are appropriate, (2) systems close to the percolation threshold where a percolation model should be used, and (3) discontinuous systems where an effective medium method provides the best estimate of permeability. The work gives, by using numerical experiments on a range of heterogeneous systems, a new insight in determination of the REV for permeability at the lithofacies scale and its relation to sedimentological parameters.
机译:使用一系列夹杂着泥岩的波纹叠层砂岩的逼真的3D数值岩相(dm尺度)模型,我们评估了单相渗透率如何随样品支架变化。这些模型代表了一系列潮汐沉积物典型的泥岩含量。此外,流动屏障(即泥岩)的空间分布不是随机的,而是由沉积学规则控制的,该规则给出了随泥岩含量变化的各向异性系数。垂直渗透率和水平渗透率在较小的样品量时都会发生变化,但是随着样品量的增加,这些波动会减小。垂直渗透率增加,而水平渗透率几乎恒定,这是少量泥岩含量的样品支撑的函数。对于更高的泥岩含量,水平渗透率会降低,而垂直渗透率则几乎保持不变,这取决于样品支架。我们基于归一化的标准偏差提出一个标准,以确定代表性基本体积(REV)。 REV的大小取决于所测量的属性(垂直和水平渗透率)以及岩性元素的相关长度(即岩相)。基于此,我们确定了三种流量放大方案,每种方案都需要不同的放大方法:(1)分层系统,其中算术平均值和谐波平均值均合适;(2)接近渗滤阈值的系统,应使用渗滤模型(3)不连续的系统,其中有效的介质方法可以提供最佳的渗透率估算。通过在一系列非均质系统上进行数值实验,这项工作为确定岩相规模的渗透率及其与沉积学参数的关系提供了新的认识。

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