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Velocity-permeability relations within hydraulic units

机译:液压单元内的速度-渗透率关系

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摘要

Relationships between seismic velocity and permeability have been difficult to establish. I show that by grouping and sorting rocks into hydraulic units, we can establish relationships between velocity and permeability. The hydraulic units are calculated from measured porosity and permeability values. Correlation between velocity and permeability is significant within each hydraulic unit (the correlation coefficient, R~2, lies in the range 0.65-0.87). This correlation is an extension of the match between porosity and permeability within a hydraulic unit. I show how the compaction and cementa-tion history of a sediment can have effects on its physical properties such as porosity and permeability and on its seismic properties. The measured velocity data are further approximated with the Biot model. The velocity-permeability relation and modeling results are demonstrated for a large data set of laboratory measurements. The good match between calculated and measured data demonstrates that this relation can be used to predict permeability from velocity in well logs by zoning the data from training wells into hydraulic units. One possible application is shown where, by using site-specific data, the velocity-permeability relation is vastly improved with a correlation coefficient R~2 of 0.9.
机译:地震速度和渗透率之间的关系很难建立。我表明,通过将岩石分组并分类为水力单元,我们可以建立速度与渗透率之间的关系。根据测得的孔隙率和渗透率值计算水力单位。在每个液压单元中,速度和渗透率之间的相关性很显着(相关系数R〜2在0.65-0.87的范围内)。这种相关性是液压单元内孔隙率和渗透率之间匹配关系的扩展。我展示了沉积物的压实和胶结历史如何影响其物理性质,如孔隙度和渗透率,以及其抗震性能。测得的速度数据进一步用Biot模型近似。速度-渗透率关系和建模结果针对大量的实验室测量数据进行了演示。计算数据与实测数据之间的良好匹配表明,通过将训练井中的数据划分为水力单元,该关系可用于根据测井速度预测渗透率。显示了一种可能的应用,其中通过使用特定于位置的数据,以0.9的相关系数R〜2极大地改善了速度-渗透率关系。

著录项

  • 来源
    《Geophysics》 |2003年第1期|p.108-117|共10页
  • 作者

    Manika Prasad;

  • 作者单位

    Stanford University, SRB Project, Geophysics Department, 397 Panama Mall, Stanford, California 94305-2215;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地球物理学;
  • 关键词

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