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Rock mechanics aspects of blowout self-containment

机译:井喷自控的岩石力学方面

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摘要

A blowout is an uncontrolled flow of reservoir fluids into the wellbore to the surface,causing serious, sometimes catastrophic, problems in different types of petroleumengineering operations. If the formation's strength is low and the pore pressure is high,bridging can be a very effective method for blowout containment. In this method, theformation caves into the open hole or onto the casing and stops the flow of theformation's fluid, either naturally or intentionally. This method can be effective indeepwater blowouts where the formation has high pore pressure and considerable shaleintervals with low strength.In this research, wellbore stability and fluid flow performance subroutines havebeen developed with Visual Basic for Applications (VBA) programming. By integratingthe subroutines together, we made a simulation tool to predict wellbore stability duringblowouts and, consequently, predict wellbore bridging during normal and blowoutsituations. Then we used a real case in the country of Brunei to investigate a field case ofa bridged wellbore to validate the simulator. In addition to the field case, we used GMISFIB 5.02, a wellbore stability software, to provide validation.In the final part of this research we studied the effect of water depth in bridgingtendency during blowout for the deepwater Gulf of Mexico (GOM). Since we could notfind any real data in this area, we used general trends and correlations related to theGOM. The results of our study showed that water depth delays the occurrences ofbreakout in the wellbore during blowouts (i.e. for greater depth of water, wellbore collapse occurs farther below the mudline). However, the depth in which collapse occursis different for different maximum horizontal stress amounts.
机译:井喷是储层流体不受控制地流入井眼至地面的流动,在不同类型的石油工程运营中会造成严重的,有时甚至是灾难性的问题。如果地层强度低且孔隙压力高,则桥接可能是一种非常有效的防喷方法。在这种方法中,地层自然地或有意地陷入裸眼或套管中,并停止地层流体的流动。这种方法可以有效地用于深水井喷,其中地层具有较高的孔隙压力和相当低的页岩间距,且强度较低。​​在这项研究中,已经使用Visual Basic for Applications(VBA)编程开发了井筒稳定性和流体流动性能子程序。通过将子例程集成在一起,我们制作了一个仿真工具来预测井喷期间的井眼稳定性,并因此预测正常和井喷情况下的井眼桥接。然后,我们使用文莱国家/地区的实际案例研究了桥梁井眼的现场案例,以验证模拟器。除现场案例外,我们还使用井眼稳定性软件GMISFIB 5.02进行验证。在本研究的最后部分,我们研究了墨西哥湾深水(GOM)井喷过程中水深对桥连性的影响。由于我们无法在这方面找到任何实际数据,因此我们使用了与GOM相关的一般趋势和相关性。我们的研究结果表明,水深延迟了井喷过程中井眼破裂的发生(即,对于更大的水深,井眼坍塌发生在泥线以下)。然而,对于不同的最大水平应力量,塌陷发生的深度是不同的。

著录项

  • 作者

    Akbarnejad Nesheli Babak;

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  • 年度 2009
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