首页> 外文会议>U.S. Symposium on Rock Mechanics >Geomechanical characterization for the CO_2 injection test site, offshore Pohang Basin, SE Korea
【24h】

Geomechanical characterization for the CO_2 injection test site, offshore Pohang Basin, SE Korea

机译:Co_2注射试验网站,海上蒲汉盆地,SE韩国的地质力学特征

获取原文

摘要

We are conducting a small-scale CO_2 injection demonstration project in offshore Pohang Basin, SE Korea to test various techniques related to CO_2 sequestration, which include reservoir characterization and modelling, drilling and completion, and monitoring systems. The target brine aquifer for CO_2 storage is 60 m thick sandstone/conglomerate formations at a depth range between 770 and 830 mbsf (meter below seafloor), which were verified by a seismic survey and a cored borehole (980 m deep). A number of steeply dipping and NE-striking faults cross the target aquifer. To analyze potential risk of shear activation along the faults, we characterize in situ stress state at the site. Borehole image logs showed borehole breakouts along the whole logged section to -700 mbsf, which consistently indicate an average maximum horizontal principal stress (SHmax) direction of NW-SE. A leak-off test conducted at the bottom of a casing shoe (700 mbsf) yielded the magnitude of the minimum horizontal principal stress (Shmin) lower than the vertical stress (S_v). For the given Shmin and S_v conditions, we used the logged breakout widths and laboratory determined rock compressive strength to constrain possible SHmax magnitudes that could create the observed breakouts. We utilized our estimated stress conditions to analyze slip tendency of the faults. Additional information obtained from LOT is cap rock permeability, which suggests the formation above the storage reservoir is suitable for a leakage barrier. All regional scale faults turn out to have relatively low slip tendency under the given stress condition, suggesting a relatively low risk of triggering shear activation of faults during CO_2 injection.
机译:我们正在韩国海上福岸盆地进行小型CO_2注射示范项目,以测试与CO_2封存相关的各种技术,包括储层表征和建模,钻井和完成以及监测系统。 CO_2储存的目标盐水含水层是60米厚的砂岩/砾岩形成,深度范围在770至830 MBSF(Seafloor以下米)之间,由地震测量和芯钻孔(980米深)验证。许多陡峭的浸渍和Ne引人注目的故障穿过目标含水层。为了分析沿着故障剪切激活的潜在风险,我们在现场的原位应力状态表征。钻孔图像日志显示沿整个记录部分到-700 MBSF的钻孔突破,这一致表示NW-SE的平均最大水平主应力(Shmax)方向。在壳体靴(700mBsf)的底部进行的泄漏试验产生低于垂直应力(S_V)的最小水平主应力(Shmin)的大小。对于给定的Shmin和S_V条件,我们使用了记录的断裂宽度和实验室确定的岩石抗压强度来限制可能产生观察到的突破的可能的Shmax大小。我们利用我们估计的压力条件来分析故障的滑移趋势。从批次获得的附加信息是盖帽渗透率,这表明储存储存器上方的形成适用于泄漏屏障。在给定的应力条件下,所有区域尺度故障都会有相对较低的滑动趋势,表明在CO_2注射期间触发断层剪切激活的风险相对较低。

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