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Hydraulic (Flow) Unit Determination and Permeability Prediction: A Case Study of Block Shen-95, Liaohe Oilfield, North_East China

机译:水力(流量)单元的确定和渗透率预测-以东北辽河油田沉95区块为例

摘要

This study analyzes three prediction approaches of the Bayesian method for predicting Hydraulic Unit (HU) and consequently predicts permeability for Block Shen-95. These approaches are intersection of multiple well-logs, independent mulitple well-logs and mutually exclusive multiple well-logs. In this study, HU was delineated to efficiently compute permeability and served as the building block of structural model for enhanced simulation study. HU is defined by the flow zone indicator concept from the modified Kozeny-Carmen equation. The Bayesian method was used to predict HU at uncored wells. This is done by first constructing a probability database through the integration of established HU and well-log responses at cored wells. HU is then inferred from the database using well-log responses. By comparison, estimated permeability from predicted HU gave an overall improved permeability match to that of traditional statistical methods. More so, mutually exclusive multiple well-logs proved more favourable. The highlight is that significant relationship exists by integrating reservoir performance with HU distribution indicating that reasonable prediction was obtained at uncored wells from the use of the mutually exclusive approach. The distribution was made possible by interwell HU correlation using depositional cycles as a framework but with modification. This integration step qualitatively examines prediction accuracy
机译:本研究分析了贝叶斯方法预测水力单元(HU)的三种预测方法,从而预测了Shen-95区块的渗透率。这些方法是多个测井,独立的多个测井和互斥的多个测井的交集。在这项研究中,HU被描述为有效地计算渗透率,并作为增强模拟研究的结构模型的基础。 HU由修改后的Kozeny-Carmen方程中的流区指示符概念定义。贝叶斯方法用于预测无芯井的HU。这是通过首先在已建立的HU和岩心井上的测井响应的集成中构建一个概率数据库来完成的。然后,使用测井响应从数据库中推断出HU。相比之下,通过预测的HU估算的渗透率与传统的统计方法相比,总体渗透率得到了改善。更是如此,互斥的多个测井记录被证明是更有利的。最重要的是,通过将储层性能与HU分布相结合,存在显着的关系,这表明通过使用互斥方法可以在无芯井获得合理的预测。通过使用沉积循环作为框架但经过修改的井间HU相关性使分布成为可能。该集成步骤定性地检验了预测准确性

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  • 作者

    Orodu O. D.; Tang Z.; Fei Q.;

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  • 年度 2016
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  • 原文格式 PDF
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  • 入库时间 2022-08-31 15:15:16

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