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Fines migration and formation damage: Microscale studies.

机译:罚款迁移和地层破坏:微观研究。

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摘要

Fines migration through porous media takes place in a broad range of areas, spanning from functional structures in living organisms to mechanical operations involving filtration. Fines migration in geomaterials emerges from two inherent characteristics of particulate materials: (1) permeability, and (2) the presence of particles that do not carry load within the assemblage. These particles may migrate about the pore space comprised by the skeletonian particles if favorable conditions exist. Moreover, particle migration can lead to formation clogging (e.g., formation damage). The goal of this research is to enhance the understanding of fines migration and formation clogging by identifying and studying the underlying phenomena and processes that take place at the microscale. Emphasis is placed on silt-size fines and the radial clogging of oil reservoirs.; Fines migration starts with the generation of fines: the role of particle crushing as a fines generation mechanism is evaluated. Produced fines are prone to mobilization, which is governed by force balance at the particle scale. The consequent migration and entrapment of fines includes retardation effects, is determined by geometrical constraints that lead to bridging, and manifests in the ensuing flow nonlinearity associated with the clogging process. These mechanisms, retardation, bridging, and radial clogging, are addressed independently. Bridge stability is susceptible to vibrations, in which case, inertial forces are responsible for destabilization. These inherently linked phenomena and processes are studied through uniquely designed microscale and macroscale experiments and complemented with corresponding analyses.
机译:细粉通过多孔介质的迁移发生在广泛的领域,从活生物体的功能结构到涉及过滤的机械操作。土工材料中的细粒迁移是由颗粒材料的两个固有特性引起的:(1)渗透性,以及(2)组合中不承载载荷的颗粒的存在。如果存在有利条件,这些颗粒可在骨架颗粒所包含的孔空间周围迁移。而且,颗粒迁移可导致地层堵塞(例如,地层损坏)。这项研究的目的是通过识别和研究微观尺度下发生的潜在现象和过程,增进对细粒运移和地层堵塞的理解。重点放在淤泥大小的细粉和油藏的径向堵塞上。细粒迁移从细粒的产生开始:评估了颗粒破碎作为细粒产生机理的作用。产生的细粉易于动员,这取决于颗粒级的力平衡。随之而来的细粉的迁移和截留包括阻滞效应,由导致桥接的几何约束确定,并表现在随之而来的与堵塞过程相关的流动非线性中。这些机制,减速,桥接和径向阻塞,将单独解决。桥梁的稳定性容易受到振动的影响,在这种情况下,惯性力是造成不稳定的原因。通过固有设计的微观和宏观实验研究了这些内在联系的现象和过程,并进行了相应的分析。

著录项

  • 作者

    Valdes R., Julio R.;

  • 作者单位

    Georgia Institute of Technology.;

  • 授予单位 Georgia Institute of Technology.;
  • 学科 Engineering Civil.; Geotechnology.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 241 p.
  • 总页数 241
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;地质学;
  • 关键词

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