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Analytical model of well leakage pressure perturbations in a closed aquifer system

机译:封闭含水层系统中井漏压力扰动的解析模型

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Deep saline aquifers are commonly used for disposal and storage of various surface fluids. The target injection zone must be hydraulically isolated from overlying zones in order to ensure containment of the injected fluids. Improperly plugged nonoperational abandoned wells that penetrate the injection zone are the main potential leakage pathways. Leakage through such wells may cause an observable pressure signal in a zone overlying the injection zone; such a signal can be used to detect the leakage. In this paper we develop an analytical model to evaluate the pressure change induced by leakage through a well in a multilayer system. Unlike previous analytical models on the topic, our model uses a closed system, which may significantly affect the strength and behavior of the pressure signal induced by leakage. The analytical model is first presented for a two-layer system centered at the leaky well location. We evaluate the leakage-induced pressure change using the Laplace transform of Duhamel's superposition integral, yielding the solution in the Laplace domain. We then derive a late-time asymptotic solution using the final value theorem, which suggests that the leakage rate becomes constant after sufficient time. We then obtain the multilayer solution by extending the two-layer solution and presenting it in matrix form in the Laplace domain. We apply the solution to three examples. In the first example, we apply the analytical model to a two-layer system, investigating its behavior and comparing the results with a numerical solution. In order to demonstrate behavior and potential applications of the multilayer analytical model, we present two multilayer examples: one with identical layers and another, replicating a CO_2 storage site, with dissimilar layers. The leakage-induced pressure change does not necessarily decrease as the distance increases from the injection zone toward the surface.
机译:深盐水层通常用于处理和储存各种地表流体。目标注入区域必须与上覆区域液压隔离,以确保对注入的流体进行封闭。堵塞注入井的非作业废弃井堵塞不当是主要的潜在泄漏途径。通过这些油井的泄漏可能会在注入区上方的区域中产生可观察到的压力信号。这样的信号可以用来检测泄漏。在本文中,我们开发了一个分析模型来评估由多层系统中的一口井的泄漏引起的压力变化。与以前关于该主题的分析模型不同,我们的模型使用的是封闭系统,这可能会严重影响由泄漏引起的压力信号的强度和行为。首先针对以泄漏井位置为中心的两层系统提出了分析模型。我们使用Duhamel叠加积分的Laplace变换评估泄漏引起的压力变化,从而得出Laplace域中的解。然后,我们使用最终值定理推导出后期渐近解,这表明泄漏率在足够的时间后变得恒定。然后,我们通过扩展两层溶液并将其以矩阵形式呈现在Laplace域中来获得多层溶液。我们将解决方案应用于三个示例。在第一个示例中,我们将分析模型应用于两层系统,研究其行为并将结果与​​数值解进行比较。为了演示多层分析模型的行为和潜在应用,我们提供了两个多层示例:一个具有相同的层,另一个具有复制CO_2储存位点且具有不同层的示例。泄漏引起的压力变化并不一定随着从注入区到地面的距离增加而减小。

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