热井先进水泥机械完整性

M. Vu, Aurélien Bouhours, Julien Bouhours, R. Bouchair, A. Bois, A. Badalamenti
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引用次数: 0

摘要

确保井的水泥力学完整性(CMI)对于热采项目的成功至关重要。失效的水泥环会导致生产损失、环境污染,甚至导致弃井。随着时间的推移,CMI软件应用程序已经开发出来,可以设计不泄漏的井。然而,它们的效率不仅取决于它们的方程是否得到验证,还取决于模型如何根据井的井下条件进行验证。不幸的是,大多数CMI工具设计者只关注验证模型是否在数学上是正确的,检查模拟所需的时间,以及改进如何向用户报告模拟。通常,很少有时间用于验证特定井使用的正确模型。这种前瞻性导致了非预测性CMI工具,无法优化井设计。作者已经参与开发和验证CMI模型超过15年。他们已经证明了模拟水泥水化对于评估水泥凝固后的应力状态的重要性。他们还强调了水泥设计的塑性行为如何导致在水泥环界面打开微环空。最近,作者开始了高温井和超高温井水泥完整性的理论研究,以及这些温度(无论是自然产生的还是人工产生的)如何影响水泥的机械完整性。这项工作的重点是模拟孔隙压力的增加,水泥环边界上微环空的打开,以及水泥加热到高温值时发生的相变。到目前为止,这项研究表明,将水泥加热到250°C会导致孔隙压力大于100 MPa,除非孔隙压力可以释放。这项工作也确定了三个机制,可能导致这样的孔隙压力的释放:1)水泥水化过程中,由于化学反应的用水量,2)当micro-annulus打开由于大孔隙压力,因此允许发泄压力表面或井下储层,和3)当一个变化阶段发生在水泥时加热到超过110°C,这将导致创建额外的孔隙度的水泥。所有这些都意味着水泥环不应该被模拟为一个封闭的系统,而应该被模拟为一个开放的热-水-化学力学系统。这些特征是如何影响CMI的,以前从未研究过,即使它们可以解释为什么一些水泥设计会导致水泥环紧密,而另一些则会导致水泥环泄漏。本文重点介绍了已经完成的工作,以及何时应该考虑这些条件,以及设计即使在非常高的温度下也不会失效的水泥护套是否可行。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Advanced Cement Mechanical Integrity for Thermal Wells
Ensuring wells’ cement mechanical integrity (CMI) is of paramount importance for the success of a thermal project. Failed cement sheaths can lead to loss of production, environmental pollutions, or even to well abandonment. Over time, CMI software applications have been developed to design wells that do not leak. However, their efficiency depends not only on if their equations are verified, but also on how the models are validated versus wells’ downhole conditions. Unfortunately, most CMI tool designers have focused on only verifying if the models are mathematically correct, checking what is the time required for a simulation, and improving how are the simulations reported to the user. Typically, little time is dedicated on validating that the correct model is used for the specific well. This foresight has led to non-predictive CMI tools, which do not allow optimizing well designs. The authors have been involved for more than 15 years in developing and validating CMI models. They have shown the importance of simulating the cement hydration to evaluate the state of stress in the cement after it has set. They also have highlighted how the plastic behavior of the cement design can lead to opening micro-annuli at the cement-sheath's interfaces. Recently the authors have started theoretical work in the area of the cement integrity of high and ultra-high temperature wells and how these temperatures, either naturally occurring or induced, could affect the cement's mechanical integrity. The work has focused on modeling the increase in pore pressures, the opening of micro-annuli at the cement sheath's boundaries, and the phase changes which take place in the cement when it is heated to high temperature values. To date this work showed that heating cement up to 250°C can result in pore pressures larger than 100 MPa unless if the pore pressures can be released. This work has also identified three mechanisms that can lead to such release of pore pressures: 1) During cement hydration, due to the water consumption by the chemical reactions, 2) When a micro-annulus opens due to the large pore pressures, therefore allowing venting the pressures to the surface or to a downhole reservoir, and 3) When a change of phase occurs in the cement when heated to more than 110°C, as this leads to the creation of additional porosity in the cement. All this means that the cement sheath should not be simulated as a closed system, but rather as an open thermo-hydro-chemo-mechanics. How these features impact CMI has never been studied before even if they can explain why some cement designs lead to tight cement sheath and other to leaking ones. This paper highlights the work that has been done and when these conditions should be considered, and if it is feasible to design cement sheaths that do not fail, even at very high temperatures.
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