Uncertainty and Sensitivity Analysis of Multi-Phase Flow in Fractured Rocks: A Pore-To-Field Scale Investigation

Xupeng He, Zhen Zhang, M. AlSinan, Yiteng Li, H. Kwak, H. Hoteit
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引用次数: 4

Abstract

Despite recent advancements in computational methods, it is still challenging to properly model fracture properties, such as relative permeability and hydraulic aperture, at the field scale. The challenge is in determining the most representative fracture properties, concluded from multi-scale data. In this study, we demonstrate how to capture fracture properties at the field scale from core-scale and pore-scale data through multi-scale uncertainty quantification, and assess how pore-scale processes can significantly impact the recovery factor. There are three components within our workflow: 1) performing high-resolution Navier-Stokes (NS) simulation at pore-scale to obtain hydraulic aperture of discrete single fractures, 2) embedding pore-scale parameters into core-scale for predicting field-scale objective, such as recovery factor, and 3) performing Monte Carlo simulations to determine the relationship effect of the pore-scale parameters to the field scale responding. At pore-scale, we start with four parameters that characterize the fractures: mean aperture, relative roughness, tortuosity, and the ratio of minimum to mean apertures. We then construct hydraulic aperture surrogates using an Artificial Neural Network (ANN). At the field scale, we deploy Long Short-Term Memory (LSTM) to capture the recovery factor at field-scale. The final results are the time-varying recovery factor and its sensitivity analysis. Monte Carlo simulation is performed on the final surrogate to produce the recovery factor value for various time-step. The result is beneficial for risk assessment and decision-making during the development of fractured reservoirs. Our method is the first to quantitatively estimate multi-scale parameters’ effect on recovery factors in two-phase flow in fractured media. This method also shows how we accommodate and deal with multi-scale parameters.
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裂隙岩石中多相流的不确定性和敏感性分析:孔隙-场尺度研究
尽管最近计算方法取得了进步,但在现场尺度上正确模拟裂缝性质(如相对渗透率和水力孔径)仍然具有挑战性。难点在于如何从多尺度数据中确定最具代表性的裂缝性质。在这项研究中,我们展示了如何通过多尺度不确定性量化从岩心尺度和孔隙尺度数据中捕获现场尺度的裂缝性质,并评估了孔隙尺度过程如何显著影响采收率。在我们的工作流程中有三个组成部分:1)在孔隙尺度上进行高分辨率的Navier-Stokes (NS)模拟,以获得离散单裂缝的水力孔径;2)将孔隙尺度参数嵌入到岩心尺度中,以预测采收率等现场尺度目标;3)进行蒙特卡罗模拟,以确定孔隙尺度参数与现场尺度响应的关系。在孔隙尺度上,我们从表征裂缝的四个参数开始:平均孔径、相对粗糙度、弯曲度和最小孔径与平均孔径之比。然后,我们使用人工神经网络(ANN)构建水力孔径替代物。在油田规模上,我们部署了长短期记忆(LSTM)来捕获油田规模上的采收率。最后得到时变恢复系数及其灵敏度分析结果。对最终替代物进行蒙特卡罗模拟,得到不同时间步长的恢复系数值。研究结果为裂缝性储层开发过程中的风险评价和决策提供了依据。该方法首次定量评价了压裂介质中多尺度参数对两相流采收率的影响。该方法还显示了我们如何适应和处理多尺度参数。
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