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A Poroelastic Analysis to Address the Impact of Depletion Rate on Wellbore Stability in Openhole Horizontal Completions

机译:解决裸眼水平完井中枯竭率对井筒稳定性影响的孔隙弹性分析

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This paper highlights the development of a coupledrnporoelastic geomechanical and fluid flow model whichrnincorporates field and lab data with the objective to constrainrnthe full in-situ stress tensor and rock strength in order tornpredict the stability of open hole horizontal completionsrnduring reservoir depletion.rnResults of a four-year comprehensive testing and monitoringrnprogram conducted to assess the extent of hole instabilityrnduring shut-in and flowing periods1 indicated that there was nornimmediate hole collapse. However, the study revealed thernneed to assess the long-term impact of reservoir depletion andrnpressure drawdown on wellbore stability.rnThe results of this study indicate that the in situ stress state canrnbe characterized by a normal faulting environment with lowrndifferential stresses in which the maximum principal stress isrnapproximately equal to the overburden. Furthermore, arndetailed analysis of wellbore stability during productionrnsupports openhole completion for horizontal wells under therncondition that reservoir depletion is limited to a maximumrnpressure drop of 1,500 psi. This finding is independent of wellrnazimuth. Pressure drops exceeding 1,500 psi in the reservoirrnare likely to cause considerable wellbore instabilities. Thesernresults were achieved under the assumption of moderate tornmore pronounced amounts of drawdown (500-1000 psi) in thernnear wellbore region. The study also highlighted thatrnlaboratory-derived rock strength values from triaxial tests, arernlow and are not consistent with the drilling and productionrnexperiences to date in the field. Rather, the formation appearsrnto behave in a plastic manner that strengthens the wellbore.
机译:本文着重介绍了结合现场和实验室数据的多孔弹性岩土力学与流体耦合模型的发展,目的是限制完整的原地应力张量和岩石强度,以便预测储层枯竭期间裸眼水平完井的稳定性。进行了为期一年的全面测试和监测程序,以评估关井和流井期间井眼失稳的程度1,表明井眼塌陷没有立即发生。然而,该研究表明需要评估储层枯竭和压力下降对井筒稳定性的长期影响。这项研究的结果表明,原地应力状态可以以正常的断层环境为特征,其中低主应力最大。大约等于覆盖层。此外,在储层枯竭限于最大压降为1,500 psi的条件下,对生产期间井眼稳定性的详细分析支持了水平井的裸眼完井。这一发现与井斜角无关。储层中的压力降超过1,500 psi可能会引起相当大的井筒失稳。这些结果是在井眼附近区域出现中等程度的明显下垂量(500-1000 psi)的假设下实现的。该研究还强调指出,三轴试验得出的实验室强度岩石强度值较低,并且与该领域迄今为止的钻探和生产经验不一致。而是,地层似乎表现为可塑性的方式,从而加强了井眼。

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