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首页> 外文期刊>Journal of Cold Regions Engineering >Simulating the Effect of Frozen Soil Thaw on Wellhead Stability during Oil and Gas Drilling Operations in Arctic Waters
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Simulating the Effect of Frozen Soil Thaw on Wellhead Stability during Oil and Gas Drilling Operations in Arctic Waters

机译:北极水域油气钻井作业中冰冻土壤解冻对井口稳定性的影响

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摘要

Wellhead subsidence is one of the most severe engineering disasters during drilling operations in cold regions. Based on the characteristics of thaw-induced settlement of frozen soil, a thermal-fluid-soil coupling numerical model was developed in this study to analyze the probability of settlement at wellbores drilled in the cold sea areas of polar regions. The results show that the thawing of frozen soil due to the heat transfer from hot fluid flowing in the casing to the frozen soil layer is an important reason for the instability of the wellhead. The wellhead subsidence is due not only to an overall formation settlement that results from the thawing of large areas of frozen soil but also to the collapse of the formation surrounding the wellhead due to the accumulation of plastic deformation. The thickness of frozen soil depends on the seafloor temperature, but the thickness of frozen soil and the seafloor temperature exert contrary influences on the stability of the wellhead. A thicker frozen soil layer requires a lower seafloor temperature, leading to higher instability. However, a lower temperature is favorable for the stability of the wellhead. The wellhead stability is a result of the comprehensive interaction of these two factors. Improvement in the heat-insulating property of the casing is an effective method for maintaining the stability of the wellhead. When the thermal conductivity of the casing is lower than 0.1 W center dot (m degrees C), the stability time of the wellhead is feasible for the duration of general drilling operations. These research findings provide a theoretical basis for maintaining wellhead stability during drilling operations in cold regions.
机译:井口沉降是寒冷地区钻井业务中最严重的工程灾害之一。基于冻土的解冻沉降的特点,本研究开发了一种热流体 - 土壤耦合数值模型,分析了极地地区冷海地区钻井井中沉降的概要。结果表明,由于从壳体中流动到冻土层的热流体的热流体引起的冷冻土壤的解冻是井口不稳定性的重要原因。井口沉降不仅是由于整体形成沉降,这是由于冻土的大面积的解冻而且由于塑性变形的积累,围绕井口的形成塌陷。冷冻土的厚度取决于海底温度,但冷冻土壤的厚度和海底温度施加对井口稳定性的相反影响。较厚的冷冻土层需要较低的海底温度,导致更高的不稳定性。然而,较低的温度有利于井口的稳定性。井口稳定性是这两个因素的综合相互作用的结果。壳体的绝热性能的改进是保持井口稳定性的有效方法。当壳体的导热率低于0.1W中心点(M次C)时,井口的稳定时间可用于一般钻井操作的持续时间。这些研究发现提供了一种在寒冷地区钻井操作期间保持井口稳定性的理论依据。

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  • 来源
    《Journal of Cold Regions Engineering》 |2020年第4期|04020026.1-04020026.12|共12页
  • 作者单位

    China Univ Petr East China Sch Petr Engn 66 West Changjiang Rd Qiangdao 266000 Peoples R China;

    China Univ Petr East China Sch Petr Engn 66 West Changjiang Rd Qiangdao 266000 Peoples R China;

    China Univ Petr East China Sch Petr Engn 66 West Changjiang Rd Qiangdao 266000 Peoples R China;

    China Univ Petr East China Sch Petr Engn 66 West Changjiang Rd Qiangdao 266000 Peoples R China;

    Drilling Technol Res Inst Sinopec Res Inst Petr Engn 10th Floor Beichen Times Bldg 8 Beichen East Rd Beijing 100000 Peoples R China;

    Zhanjiang Branch CNOOC Dept Explorat & Dev Nandiao Rd Potou Dist 524000 Zhanjiang Peoples R China;

    CNOOC RAIBORN Tianjin Technol Co Ltd Geol Reservoir Res Inst Tianjin 300450 Peoples R China;

  • 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
  • 关键词

    Frozen soil; Thaw-induced subsidence characteristics; Wellhead subsidence; Numerical simulation;

    机译:冷冻土;解冻沉降特性;井口沉降;数值模拟;

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