首页> 外文会议>2006 SPE Annual Technical Conference and Exhibition (ATCE 2006) >Coupled Pressure-Transient Behavior and Geomechanical Deformation in the Near-Borehole Region of Unconsolidated Clastic Rock Formations
【24h】

Coupled Pressure-Transient Behavior and Geomechanical Deformation in the Near-Borehole Region of Unconsolidated Clastic Rock Formations

机译:疏松碎屑岩地层近钻孔区压力瞬变行为与岩土力学耦合

获取原文

摘要

We describe the development and successful testing of anaxial-symmetric simulation algorithm that couplesgeomechanical deformation with pressure-transient analysis ina stressed vertical borehole. The objective is to quantify thesensitivity of two-phase flow properties of unconsolidatedclastic sediments to presence of wellbore stress. We considerthe situation in which the mechanically stressed rockformations are probed with a dual-packer formation tester toassess petrophysical properties. The simulation takes intoaccount the mechanical deformation of the rock due to in-situstresses as well as by wellbore stress imposed by overbalancemud circulation and by the dual-packer itself. Mechanicaldeformation of the compressible rock causes variations of theporosity and permeability in the near-wellbore region that areevidenced by the pressure transients measured with the dualpackerpressure probes.The processes of multi-phase flow in the near-wellboreregion due to mud-filtrate invasion and fluid pumpout aresimulated with an IMPES finite-difference formulation thatassumes axial-symmetric petrophysical properties and fluiddistributions around the axis of a vertical borehole. On theother hand, mechanical deformation is simulated with a finiteelementcode that assumes 2D axial-symmetric lineardeformation. The latter simulator assumes a pre-stressed initialcondition due to mud overbalance and computes theincremental deformation due to fluid pumpout with theformation tester. Coupling of mechanical deformation withporosity and permeability assumes a staggered-in-time looselycoupled volumetric model that is enforced by the timemarchingIMPES formulation. Sensitivity studies for the caseof unconsolidated clastic formations indicate that relativevariations as high as 15% in porosity and as high as 13% inpermeability can ensue in the near-wellbore region due tooverbalance mud pressures of 700 psi and wellbore pressuresof 6500 psi applied by the inflatable packers. Such spatialvariations of petrophysical properties can significantly bias thecorresponding pressure-transient measurements performedwith the dual-packer formation tester.
机译:我们描述了轴对称模拟算法的开发和成功测试,该算法将地质力学变形与压力垂直井眼中的压力瞬态分析耦合在一起。目的是量化未固结碎屑沉积物的两相流动特性对井筒应力存在的敏感性。我们考虑了用双重封隔器地层测试仪探测机械应力岩层以评估岩石物理特性的情况。该模拟考虑了岩石的机械变形,这些变形是由于原地应力以及由于平衡泥浆环流和双重封隔器本身所施加的井眼应力所致。可压缩岩石的机械变形会导致近井眼区域的孔隙度和渗透率发生变化,这可以通过使用双封隔压力探头测得的压力瞬变来证明。近地井眼区域中的多相流过程是由于泥浆滤液的侵入和流体的抽出引起的。用IMPES有限差分公式模拟,该公式假定轴向对称的岩石物性和围绕垂直井眼轴线的流体分布。另一方面,使用有限元代码模拟机械变形,该代码假定二维轴向对称线性变形。后一模拟器假定由于泥浆过平衡而产生的预应力初始条件,并使用岩层测试仪计算由于流体抽出而产生的增量变形。机械变形与孔隙率和渗透率的耦合假定了时间交错的松耦合体积模型,该模型由timemarchingIMPES公式强制执行。对于未固结碎屑岩情况的敏感性研究表明,由于充气封隔器施加的700 psi的泥浆压力过高和6500 psi的井眼压力过高,在近井眼区域可能会发生高达15%的孔隙度和高达13%的渗透率的相对变化。 。岩石物理性质的这种空间变化会大大偏重使用双封隔层测试仪进行的相应压力瞬变测量。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号