Far-Field Diversion System Designed for Slickwater Fracturing

Leonid Vigderman, A. Bogdan, Lingjuan Shen, D. Heller, Tony Yeung, Diankui Fu
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引用次数: 2

Abstract

Fracture geometry control and increased fracture complexity have been recognized to be critical factors in optimizing unconventional well completion design as well as preventing detrimental frac hits. A major challenge of far-field diversion in slickwater fracturing is ensuring transport of material to the fracture tip or secondary fracture in a low-viscosity fluid. This paper will present a novel far-field diverter system for fracturing with low-viscosity fluids to address these challenges composed of an engineered mixture of unique ultra-lightweight proppant and degradable material. Not only can the system effectively divert fracturing to control fracture geometry and enforce complexity, but will also maintain fracture conductivity. Several types of tests were performed to determine the effectiveness and optimize the design of the far-field diverter system. First, a series of slot plugging tests were carried out to optimize diversion performance of the system by blocking fluid flow through targeted fracture widths while maintaining flow through the larger portions of a fracture. Next, the diverter was pumped through a flow apparatus to demonstrate its far-field transportability in low-viscosity fluids. Finally, conductivity of the diverter system after degradation was tested. The new far-field diverter system was designed to create a permeability barrier at the fracture tip to contain fracture length growth as well as to be used in the middle of a stage to control growth of secondary/tertiary fractures to allow redistribution of fracturing fluid within the rock to further increase complexity. Lab tests demonstrated that by controlling the particle size of the engineered proppant and diverter mixture, the diverter system can be tailored to plug different fracture widths. Significantly, flow tests using a low-viscosity, slickwater fluid demonstrated the excellent transport properties and limited settling rate of the diverter. Finally, conductivity tests showed that by using an engineered mixture of non-degradable, ultra-lightweight proppant and degradable material, conductivity in the fracture is maintained after particle degradation, which is critical when applied in the middle of a stage to increase fracture complexity. To the authors’ knowledge, this is the first published paper of a far-field diverter that is optimized for slickwater fracturing for both fracture geometry and complexity control. The new diverter technology overcomes the significant limitations of other available systems such as fracture closure, inadequate transport to the far field, or the requirement to use high viscosity fluids.
滑溜水压裂远场导流系统设计
裂缝几何形状控制和裂缝复杂性的增加已被认为是优化非常规完井设计和防止有害裂缝撞击的关键因素。在滑溜水压裂中,远场导流的一个主要挑战是确保材料在低粘度流体中输送到裂缝尖端或次级裂缝。本文将介绍一种用于低粘度流体压裂的新型远场分流系统,该系统由独特的超轻质支撑剂和可降解材料的工程混合物组成,以解决这些挑战。该系统不仅可以有效地分流压裂,控制裂缝的几何形状和复杂性,还可以保持裂缝的导流能力。为了确定远场分流系统的有效性和优化设计,进行了几种类型的测试。首先,进行了一系列的槽封堵测试,通过阻断流体流过目标裂缝宽度,同时保持裂缝大部分的流动,来优化系统的导流性能。接下来,将该暂堵剂泵入流动装置,以验证其在低粘度流体中的远场可输运性。最后,测试了降解后暂堵剂体系的导电性。新型远场分流系统的设计目的是在裂缝尖端形成渗透性屏障,以控制裂缝长度的增长,并在压裂阶段中期用于控制第二/第三次裂缝的增长,从而允许压裂液在岩石内重新分布,从而进一步增加复杂性。实验室测试表明,通过控制工程支撑剂和暂堵剂混合物的粒径,暂堵剂系统可以针对不同的裂缝宽度进行定制。值得注意的是,使用低粘度滑溜水进行的流动测试表明,该暂堵剂具有优异的输送性能和有限的沉降速率。最后,导电性测试表明,通过使用不可降解的超轻质支撑剂和可降解材料的工程混合物,在颗粒降解后仍能保持裂缝的导电性,这对于在压裂阶段中期应用以增加裂缝复杂性至关重要。据作者所知,这是第一篇针对滑溜水压裂进行裂缝几何形状和复杂性控制优化的远场暂堵剂的论文。新的暂堵剂技术克服了其他现有系统的重大限制,如裂缝闭合、远场输送不足或使用高粘度流体的要求。
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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