Stiff String Casing Design with 3D Orientated Casing Wear

B. Nobbs, F. Aichinger
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Abstract

The forces and stresses along a casing string are modelled using a stiff string torque and drag model. A post analysis of casing loads and stresses, considering wellbore tortuosity and centralisation is performed in addition to the effect of 3D orientated casing wear. A post analysis case study is presented to show the resulting effect on axial, burst, collapse and VME safety factor as well as VME body and connection design envelopes. While running in hole (RIH) a tubular, the industry standard is to assume a smooth wellbore when performing a torque and drag calculation. The drilling process can cause significant local doglegs and ultimately increase the tortuosity of the wellbore. When applying a soft-string torque and drag model, it is possible that the stiffness, radial clearance, and high frequency surveys are not directly considered. The stiff string torque and drag and buckling model can model these effects, as well as the addition of rigid and flexible centralisers. This study involves the comparison of different casing design load cases, using the actual tortuosity of a drilled wellbore considering a 3D orientated casing wear. The results show that there can be noticeable differences in overall axial stress with the addition of tortuosity. The stiff string model can directly calculate the additional bending stresses experienced by the tubular and this additional stress can be particularly prevalent while RIH casing with centralisers and high tortuosity. The reduction in API and VME stress envelope is also quantified using a 3D orientated casing wear model. A better understanding of axial stress state reduces risk of well integrity issues and can pinpoint areas along the casing in which special care must be taken during well intervention. This paper will show the benefits of using a stiff string torque and drag model during casing design. Highly tortuous wellbores, especially ERD and HPHT wells, may exhibit stresses that are vastly different than assumed during preplanning phase. The design API/VME envelope may also be reduced due to casing wear.
具有三维定向套管磨损的硬管柱套管设计
套管的受力和应力采用刚性管柱扭矩和阻力模型进行建模。除了3D定向套管磨损的影响外,还考虑了井筒弯曲度和扶正,对套管载荷和应力进行了后期分析。给出了一个事后分析的案例研究,以说明其对轴向、破裂、倒塌和VME安全系数以及VME主体和连接设计包层的影响。当管柱下入井(RIH)时,行业标准是在进行扭矩和阻力计算时假设井筒是光滑的。钻井过程可能导致明显的局部狗腿,最终增加井筒弯曲度。在应用软管柱扭矩和阻力模型时,可能没有直接考虑刚度、径向间隙和高频测量。刚性管柱的扭矩、阻力和屈曲模型可以模拟这些影响,以及刚性和柔性扶正器的添加。该研究采用考虑三维定向套管磨损的实际井眼弯曲度,对不同套管设计载荷情况进行了比较。结果表明,加入扭转后,总轴向应力有显著差异。刚性管柱模型可以直接计算管柱承受的额外弯曲应力,当RIH套管具有扶正器和高弯曲度时,这种额外应力尤其普遍。API和VME应力包线的降低也可以使用3D定向套管磨损模型进行量化。更好地了解轴向应力状态可以降低井筒完整性问题的风险,并可以精确定位在修井过程中需要特别注意的套管区域。本文将展示在套管设计中使用刚性管柱扭矩和阻力模型的好处。高度弯曲的井,特别是ERD和高温高压井,可能会显示出与预规划阶段假设的应力大不相同的应力。由于套管磨损,设计API/VME包线也可能会减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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