Processes of Screenout Development and Avoidance

R. Barree
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Abstract

In SPE 18955, published in 1989, a strong case was made suggesting that observed rapid increases in treating pressure were not caused by fracture "tip screenouts". These conclusions were further supported by extensive laboratory studies of proppant bridging in slot-flow geometries. These studies showed that conventional "bridging criteria" predicting slot widths of 3-6 particle diameters would cause permanent proppant bridging or packing, were invalid. These results were published in SPE 67298 in 2001. Yet, more than 30 years after the first cited publication the terms "tip screenout" and "tip screenout design" are still in common usage. This paper presents a physics-based description of the mechanisms that cause actual wellbore screenout and the associated rapid pressure rise, and easy to apply methods to prevent or avoid developing screenouts while pumping. Field cases and numerical simulation studies will be presented to show that screenouts occur in the very near-wellbore region, particularly at the borehole sand-face. The proximity to the wellbore allows changes to be made to pump rate and other parameters, without the need to adjust fluid composition, stability, or prepad/pad volumes in future stages. A numerical simulator has been used to simulate observed screenout conditions, predict their occurrence, and demonstrate that screenout progression can be halted or controlled. The paper presents the underlying physical processes that control screenouts and explains why the proposed (and field tested) avoidance protocols work. The numerical formulation presented in the paper models screenout development and shows how to avert progression of the associated treating pressure rise. The method has been tested and verified in the field, and examples are provided. The work shows conclusively that screenouts occur at the wellbore surface or entry to the fracture intersections with the borehole, and not in the body or tip (perimeter) of the propagating fracture. The information presented in the paper invalidates decades of conventional fracture design theory including pad volume requirements based on fluid efficiency, design of fracturing fluid rheological stability at bottomhole temperature for the duration of pumping time, methods for proppant concentration scheduling (ramping), and virtually all conventional "design" practices.
筛选发展和避免的过程
在1989年发表的SPE 18955中,一个强有力的案例表明,观察到的处理压力的快速增加并不是由裂缝“尖端筛出”引起的。这些结论进一步得到了对槽流几何形状中支撑剂桥接的大量实验室研究的支持。这些研究表明,传统的“桥接标准”预测3-6个颗粒直径的裂缝宽度会导致永久的支撑剂桥接或充填,这是无效的。这些结果发表在2001年的SPE 67298上。然而,在第一次被引用的出版物30多年后,术语“tip screenout”和“tip screenout设计”仍然被普遍使用。本文从物理角度描述了导致井筒出筛和相关压力快速上升的机理,以及在泵送过程中防止或避免出筛的简单方法。现场案例和数值模拟研究将表明,筛出发生在非常接近井筒的区域,特别是在井眼砂面。由于靠近井筒,因此可以改变泵速和其他参数,而无需在未来阶段调整流体成分、稳定性或预垫/垫体积。数值模拟器用于模拟观察到的筛除条件,预测其发生,并证明筛除进程可以停止或控制。本文介绍了控制屏幕的潜在物理过程,并解释了为什么建议的(和现场测试的)避免协议有效。本文提出的数值公式模拟了筛出发展,并说明了如何避免相关处理压力上升的进展。该方法已在现场进行了测试和验证,并给出了实例。研究结果表明,筛出发生在井筒表面或与井眼相交的裂缝入口,而不是在扩展裂缝的体或尖端(周长)。文中提供的信息推翻了几十年来传统的裂缝设计理论,包括基于流体效率的垫块体积要求、泵送时间内压裂液在井底温度下的流变稳定性设计、支撑剂浓度调节方法(倾斜)以及几乎所有传统的“设计”实践。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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