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Evolution of sediment permeability during burial and subduction

机译:埋葬和俯冲过程中沉积物渗透性的演变

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We assembled a data set of permeability measurements from 317 subduction zone and reference site samples worldwide made over nearly 25years of scientific drilling. This data set allowed us to examine the influence of grain size, structural domain, and measurement type on permeabilities ranging from 10(-21) to 10(-14)m(2). We found that porosity-permeability behavior is a function of clay-size fraction, which is consistent with previous work. Sediments within the slope, accretionary prism, and fault-zone structural domains are strongly affected by shearing, which alters the permeability behavior with burial. Consolidation, flow-through, and transient pulse decay measurements all provide comparable results. Measurements of horizontal and vertical permeability show significant cm-scale permeability anisotropy (ratio of horizontal to vertical permeability >10) in the slope and accretionary prism structural domains, further indicating shear deformation in these domains. Laboratory consolidation trends match large-scale (10(2)m) field trends in structural domains with negligible shear, but tend to underestimate the rate of permeability reduction with porosity loss where shear is significant. Comparison with downhole measurements shows that permeability is controlled by higher-permeability (>10(-15)m(2)) layers at the meter to tens of meters scale, while wireline formation tester measurements closely match laboratory results. Sediments from the underthrust and reference structural domains exhibit similar porosity-permeability trends, which suggests that shallow subduction (total burial <1km) does not significantly alter the porosity-permeability behavior of incoming sediments. Comparison with measurements of deeper analog data from 14 passive-margin samples show that porosity-permeability trends are maintained through burial and diagenesis to porosities <10%, suggesting that behavior observed in shallow samples is informative for predicting behavior at depth following subduction.
机译:我们在近25年的科学钻探过程中,收集了来自317个俯冲带和参考地点的全球渗透率测量数据集。该数据集使我们能够检查晶粒尺寸,结构域和测量类型对渗透率的影响,范围从10(-21)到10(-14)m(2)。我们发现孔隙度-渗透率行为是粘土尺寸分数的函数,这与以前的工作是一致的。剪切力强烈影响斜坡,增生棱镜和断层带结构域内的沉积物,从而改变了埋藏的渗透性。固结,流通和瞬态脉冲衰减测量均可提供可比的结果。水平和垂直渗透率的测量结果表明,在倾斜和增生棱镜结构域中,厘米级渗透率各向异性很强(水平渗透率与垂直渗透率之比> 10),进一步表明了这些域中的剪切变形。实验室固结趋势与剪切可忽略不计的结构域中的大规模(10(2)m)场趋势相匹配,但往往低估了剪切显着的孔隙率损失导致的渗透率降低速率。与井下测量结果的比较表明,渗透率受较高的渗透率(> 10(-15)m(2))层(从米到数十米)控制,而电缆地层测试仪的测量值与实验室结果非常吻合。底推力区和参考构造区的沉积物表现出相似的孔隙度-渗透率趋势,这表明浅层俯冲(总埋藏量<1 km)不会显着改变进入沉积物的孔隙度-渗透率行为。与来自14个被动边界样品的更深模拟数据的测量结果的比较表明,通过埋藏和成岩作用,孔隙率-渗透率趋势得以保持,孔隙率<10%,这表明在浅层样品中观察到的行为对于预测俯冲后的深度行为是有益的。

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