首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Permeability-porosity relationships of shallow mudstones in the Ursa Basin, northern deepwater Gulf of Mexico
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Permeability-porosity relationships of shallow mudstones in the Ursa Basin, northern deepwater Gulf of Mexico

机译:墨西哥北部深水湾Ursa盆地的浅层泥岩渗透率-孔隙率关系

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In the Ursa Basin, Gulf of Mexico, in situ mudstone permeability near the seafloor declines from 1.1 × 10~(-16) to 5.8 × 10 ~(-19) m~2 over a depth of 578 m. We can reproduce this in situ permeability-porosity behavior through consolidation experiments in the laboratory. We use uniaxial constant-rate-of-strain consolidation experiments to measure permeability-porosity relationships and derive in situ permeabilities of 31 mudstone samples collected at Integrated Ocean Drilling Program (IODP) Sites U1324 and U1322. Although these mudstones have similar grain-size distributions, permeability at a given porosity varies significantly between the samples due to small variations in composition or fabric. We calculate an upscaled permeability relationship based on the observed permeability variation in the samples and determine a resultant large-scale permeability anisotropy of around 30. Based on this upscaled relationship and observations of in situ pressure, we calculate upward fluid flow rates of 0.5 mm/yr. We find that given the observed compressibility, permeability, and the geologic forcing at Ursa, overpressures are predicted as observed in the subsurface. The primary mechanism for overpressure generation at Ursa is sediment loading due to rapid burial. Low vertical permeabilities, accompanied by high sedimentation rates, can cause severe overpressure near the seafloor, which controls fluid flow and can reduce slope stability as observed in the Mississippi Canyon region. Such flow systems, especially at intermediate depths on passive margins, are important due to their control over macroscale behavior such as topographic gradient of continental slopes and submarine landslides, but have been largely understudied in the past.
机译:在墨西哥湾的Ursa盆地中,海底附近的原位泥岩渗透率在578 m深度上从1.1×10〜(-16)m降至5.8×10〜(-19)m〜2。我们可以通过实验室中的固结实验来重现这种原位渗透率-孔隙率行为。我们使用单轴恒定应变率固结实验来测量渗透率与孔隙率的关系,并得出在综合海洋钻探计划(IODP)站点U1324和U1322采集的31个泥岩样品的原位渗透率。尽管这些泥岩具有相似的粒度分布,但由于组成或织物的细微变化,样品之间在给定孔隙度下的渗透率差异很大。我们根据观察到的样品中的渗透率变化计算出一个向上的渗透率关系,并确定由此产生的大约30的大规模渗透率各向异性。基于这个向上的关系和对原位压力的观察,我们计算出向上的流体流速为0.5 mm /年。我们发现,鉴于在Ursa观测到的可压缩性,渗透性和地质强迫,可以预测地下超压。在Ursa产生超压的主要机理是由于快速埋葬导致泥沙淤积。垂直渗透率低,再加上高沉积速率,可能会在海底附近造成严重的超压,从而控制流体流动并降低密西西比峡谷地区的边坡稳定性。这样的流动系统,特别是在被动边缘的中间深度,由于对宏观行为(如大陆斜坡和海底滑坡的地形梯度)的控制而很重要,但在过去已被大量研究。

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