桥塞固井稳定性

Anastasia Vogl, Nile Waldal, P. Sarmadi, A. Fershtman, Rodrigo S. Mitishita, I. Frigaard
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引用次数: 0

摘要

井底外桥塞在钻井(开井桥塞)和井停井(弃井桥塞)中都有安装。在这两种情况下,将致密流体(水泥浆)置于密度较小的井筒流体之上。对于启动桥塞,通常使用粘性球,这可以帮助稳定这种机械不稳定的情况。然而,弃井桥塞通常被设置在淡水的顶部,用于在弃井之前清洁井。这是目前加拿大西北部许多井的做法。这种水泥塞如何能够在原地停留足够长的时间,使水泥变稠和水合物,这是一个谜,但现场证据表明它们确实如此。在本文中,我们探讨了在圆柱形管道中,将重屈服应力流体置于密度较低的牛顿流体之上的机械不稳定情景,尺寸缩放以代表离底塞。我们详细介绍了实验装置及其校准。然后,我们通过使用计算机建模和物理实验,探索在流动和无流动状态之间的过渡参数状态下发生的浮力驱动的交换流。采用流体体积法进行了三维数值模拟,以捕获流体之间的界面。3D模型为我们提供了浓度和速度剖面的更详细的分析,以及与实验结果快照的比较。目的是探索这些不稳定流的现象学,并能够估计不稳定的时间尺度。给出了初步结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Plug Cementing Stability
Off bottom plugs are set in both well drilling (kick-off plugs) and in well decommissioning (abandonment plugs). In both cases a dense fluid (cement slurry) is placed over less dense well-bore fluids. In the case of kick-off plugs, viscous pills are commonly used, which can help stabilize this mechanically unstable situation. Abandonment plugs however are often set on top of the freshwater that is used to clean the well prior to abandonment. This is the current practice for many wells in Northwestern Canada. It is a mystery how such cement plugs are able to stay in place for a time sufficient for the cement to thicken and hydrate, but field evidence suggests they do. In this paper we explore the mechanically unstable scenario of a heavy yield-stress fluid placed on top of a less dense Newtonian fluid in a cylindrical pipe, dimensionally scaled to represent an off-bottom plug. We present details of the experimental setup and its calibration. We then explore the buoyancy-driven exchange flows that occur in transitional parametric regimes between flow and no-flow states, by using both computer modelling and physical experimentation. 3D numerical simulation, using a Volume of fluid method, is carried out to capture the interface between the fluids. The 3D model provides us with a more detailed analysis of the concentration and velocity profiles, along with comparisons to snapshots of the experimental results. The aim is to explore the phenomenology of these unstable flows and be able to estimate timescales of the destabilization. Preliminary results are presented.
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