破碎松软地层取心钻头孔底流场数值模拟及应用
DOI:
CSTR:
作者:
作者单位:

成都理工大学,中国地质科学院探矿工艺研究所,中国地质科学院探矿工艺研究所

作者简介:

通讯作者:

中图分类号:

P634.4 1

基金项目:

科技部科技支撑计划专项“汶川地震断裂带科学钻探(WFSD)”项目之“科学钻探与科学测井”课题;中国地质调查局地质大调查项目“破碎和强缩径地层大直径深孔取心钻进技术研究”(1212011120258)


Numerical Stimulation of Bottom Flow Field of Core Bit in Broken Soft Formation and the Application
Author:
Affiliation:

Chengdu University of Technology,Institute of Exploration Technology, CAGS,Institute of Exploration Technology, CAGS

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    复杂地层取心和孔壁稳定一直是困扰地质钻探界的2大技术难题。以汶川地震科钻为例,5个钻孔都在断裂带上,地层极破碎、松软。针对部分孔段取心率低问题,设计一种新型阶梯式隔水底喷取心钻头,利用CFD技术对钻头孔底流场进行数值分析,优化钻头排水槽结构、泥浆性能和水力参数,寻找一种最佳组合,为提高岩心采取率、预防堵心,提高孔壁的稳定性奠定基础。

    Abstract:

    Coring and keeping the stability hole wall in complex formation are technical difficulties in geological drilling circles. In Wenchuan Earthquake Fault Scientific Drilling (WFSD), 5 boreholes were in the fault zone and the formation was extremely broken and soft. A new type of stepped bottom jetting anti-erosion core bit was designed, numerical analysis was made on bottom flow field by CFD technology to optimize drainage groove structure, mud properties and hydraulic parameters in order to fine the best combination to lay foundations for core recovery rate improvement, core blockage prevention and higher hole wall stability.

    参考文献
    相似文献
    引证文献
引用本文

吴金生,陈礼仪,张伟.破碎松软地层取心钻头孔底流场数值模拟及应用[J].钻探工程,2013,40(7):107-110.
WU Jin-sheng, CHEN Li-yi, ZHANG Wei. Numerical Stimulation of Bottom Flow Field of Core Bit in Broken Soft Formation and the Application[J]. Drilling Engineering, 2013,40(7):107-110.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2013-06-25
  • 最后修改日期:2013-06-25
  • 录用日期:2013-07-09
  • 在线发布日期: 2013-08-02
  • 出版日期:
文章二维码