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Significance of Selected Set-up Parameters in Return Permeability Measurements Used for Formation Damage Quantification

机译:选定的设置参数在用于形成损伤量化的返回渗透率测量中的意义

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Informal visits to formation damage laboratories in Europe and the United States, as well as reviews of literature and discussions with colleagues in other countries have shown that laboratory methods and equipment layout vary significantly from lab to lab. We have noted two important differences related to 1) Core holder design, and here especially core holder position either vertical or horizontal, and 2) Saturation procedures to establish initial water saturations S, either by flooding or by centrifuging. Statoil has during the past 3 years reviewed internal requirements to formation damage laboratory measurements. Within this process, the impact of core holder design and saturation preparations was studied experimentally and by numerical simulation. This paper presents the results of laboratory return permeability measurements and core plug scale simulations systematically performed on - High (<1500 mD) and moderate permeability (<50 mD) outcrop core plug samples - With initial water saturation Swi established by flooding or by centrifuging - Using a 1.56 s.g. [13.0 ppg] high performance water-based mud -A test set-up with variable core holder position: vertical and horizontal. The measurements showed significant differences in return permeability related to the saturation preparations. Core holder position also had a significant impact on the measurements, yet only on those core plugs that were prepared to S_(wi) by flooding. Numerical simulations showed that gravity degradation, in particular in high permeabilities, may affect the distribution of heavy brine based fluid filtrates depending on horizontal or vertical core holder position under otherwise equal capillary pressure conditions. The results of the study helped understanding historical return permeability data produced in different experimental setups. They lead to adjustments of requirements in internal "Best Practice"-type steering documentation and will be offered for presentation and discussion in relevant workgroups within the ISO-system that currently works on revised standards for measurements on reservoir drilling and completion fluids.
机译:非正式访问欧洲和美国的地层损害实验室,以及其他国家与同事的文学和讨论的评定表明,实验室方法和设备布局与实验室的实验室有很大差异。我们已经注意到了与1)核心保持器设计相关的两个重要差异,并且这里特别是核心保持器位置,垂直或水平,2)饱和过程,通过泛洪或通过离心来建立初始水饱和度。 Statoil在过去3年中,审查了内部要求,以形成损害实验室测量。在该过程中,通过实验研究了核心保持器设计和饱和制剂的影响,并通过数值模拟进行了研究。本文介绍了实验室返回渗透率测量和核心插头标度模拟的结果,系统地执行 - 高(<1500 md)和中等渗透率(<50 md)露头核心塞子样本 - 通过洪水建立或通过离心确定的初始水饱和度SWI - 使用1.56 SG [13.0 PPG]高性能水性泥浆-A试验设置,可变核心保持器位置:垂直和水平。测量结果显示出与饱和制剂相关的返回渗透性的显着差异。核心保持器位置也对测量产生了重大影响,但仅在通过洪水准备到S_(WI)的那些核心插头上。数值模拟表明,重力降解,特别是在高渗透率下,可以影响重质盐水基流体滤液的分布,这取决于其他毛细管压力条件下的水平或垂直芯保持器位置。该研究结果有助于了解不同实验设置中产生的历史返回渗透性数据。它们导致内部“最佳实践”的要求调整 - 型转向文件,并将提供在ISO系统内的相关工作组中的介绍和讨论,目前正在进行对水库钻井和完井液的测量标准。

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