基于流固耦合的含水合物地层井壁稳定非稳态解析模型
作者:
作者单位:

1.同济大学 土木工程学院,上海 200092;2.苏州科技大学 土木工程学院,江苏 苏州 215009;3.同济大学 航空航天与力学学院,上海 200092

作者简介:

黄佳佳(1991—),男,博士生,主要研究方向为含水合物地层井壁稳定分析。 E-mail: huangjiajia_civil@tongji.edu.cn

通讯作者:

王华宁(1975—),女,教授,博士生导师,工学博士,主要研究方向为岩土工程中的数值与解析方法。 E-mail: wanghn@tongji.edu.cn

中图分类号:

TE21

基金项目:

国家自然科学基金(12272274,51890911);同济大学土木工程防灾国家重点实验室自主课题(SLDRCE19-A-06);海南省重点研发计划(ZDYF2021SHFZ264);中国工程科技发展战略海南研究院重大咨询研究(21-HN-ZD-02-5)


Unsteady Analytical Investigation of Wellbore Stability in Methane Hydrate-Bearing Sediments Based on Fluid-Solid Coupling
Author:
Affiliation:

1.College of Civil Engineering, Tongji University, Shanghai 200092, China;2.School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215009, China;3.School of Aerospace Engineering and Applied Mechanics, Tongji University, Shanghai 200092, China

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    摘要:

    针对深海水合物地层钻井过程中的井壁稳定问题,考虑水合物分解、热传导、力场-渗流场全耦合作用,建立了过压和欠压钻井下渗流、温度、力场随时间和空间变化的非稳态解析模型。解析结果与相同条件下的数值结果吻合良好,且与力场-渗流半耦合解析结果进行了对比。基于解析模型对井壁稳定的关键参数如钻井液压力、水合物分解引起的地层弹性模量劣化程度等进行了分析,结果表明:①与半耦合分析结果相比,考虑体变对渗流的影响后,过(欠)压钻井时孔压减小(增大)、应力增大(减小),增量径向位移减小;②最危险位置在井壁处,过高或过低的钻井液压力均会导致井壁失稳,水合物分解引起的地层劣化将降低最安全钻井液压力;③水合物分解引起的地层刚度降低极易诱发井壁失稳。在通常条件下,过压钻井时分解域弹性模量降低50%即可导致井壁失稳。

    Abstract:

    In view of the wellbore stability of drilling in methane hydrate-bearing sediments, an analytical model in unsteady state is established considering hydrate dissociation, heat conduction, and fully fluid-solid coupling.And analytical solutions for seepage, temperature and mechanical fields with time and polar radius during overbalanced and underbalanced drilling are obtained. The analytical solutions are in good agreement with the numerical results under the same conditions and compared with the partial hydraulic-mechanical coupling results. The key parameters affecting wellbore stability, such as drilling fluid pressure, and the elastic modulus reduction caused by hydrate dissociation, are analyzed. The results show that compared with partial hydraulic-mechanical coupling results, if the influence of volume deformation of solid on seepage is considered, the pore pressure decreases (increases) while stresses increase (decrease) and radial displacement decreases during overbalanced (underbalanced) drilling. The most dangerous position for the formation is at the wellbore wall and a too high or too low drilling fluid pressure will lead to wellbore instability. The deterioration of formation in mechanical properties caused by hydrate dissociation will reduce the safest drilling fluid pressure. The reduction of formation stiffness caused by hydrate dissociation is very easy to induce wellbore instability and the wellbore instability can usually be caused by reducing the elastic modulus in the dissociated region by 50% during overbalanced drilling.

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黄佳佳,蒋明镜,王华宁.基于流固耦合的含水合物地层井壁稳定非稳态解析模型[J].同济大学学报(自然科学版),2023,51(7):1033~1043

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  • 收稿日期:2022-03-05
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  • 在线发布日期: 2023-07-25
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