Successful Field Application of Pillar Fracturing Technique in Water Injection Well for Creation of Highly Conductive Conduits

R. Bhagavatula, V. Rajagopalan, Suresh Chellappan, Amna Al-Ashwak, M. Elmofti, Alaeldin Boueshi, Waleed K. Eid, A. Allam, Amr Abdel-Baky, John Davis
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引用次数: 1

Abstract

This paper discusses the successful application of a pillar fracturing technique in a water injection well wherein a major operator previously experienced poor injectivity within the target zone. The aim of the pillar fracturing technique was to achieve the highest possible fracture conductivity to enhance water injectivity for reservoir pressure maintenance. This technique creates infinite conductivity channels with proppant distributed within the fracture as aggregates or groups separated by clean fluid. These proppant groups function as pillars to hold the fracture open and help enable fluid flow in the open channels between proppant pillars. The conductivity of a partially open fracture with proppant pillars can be several orders of magnitude greater than that of a conventional fracture filled with proppant after closure. After a pillar style hydraulic treatment, the propping agent remains in the fracture grouped to form pillars because of the sticky resin that was applied to the proppant just before being blended (intermittently) into the fluid system that was pumped during the treatment. This helps the grains in the resulting pillars to adhere together and help prevent the fracture from entirely closing, forming open conduits for fluid flow. The overall success of this fracturing stimulation treatment depends on the sequenced pumping technique, allowing the propping agent to form proppant aggregates during their placement into the formation. This paper presents the enhanced pillar fracturing technique, pre-job well analysis and design, Minifrac data calibration, and actual pumping operation execution. The well intersects a reservoir with sandstone lithology that had not been fractured previously. The sandstone formation is subdivided into three intervals of 60, 40, and 60-ft thickness, with distinct shale layers separating them. Based on the log interpretations and formation geomechanical analysis, two pillar fracturing stages were determined necessary to treat the entire targeted formation and maintain balanced injectivity in all three intervals. An optimum hydraulic fracturing design was developed and executed to deliver optimal well performance. Actual operational execution involved use of specially designed surface equipment and adhesive enhancement proppant coating to install highly conductive flow paths while maintaining reservoir and proppant pack stability. This resulted in a successful treatment that sustained 16,000 barrels of water injection per day (BWIPD). The successful application of the pillar fracturing technique in this well motivated the operator to extend the pillar fracturing technique to other injector and producer wells.
注水井柱压裂技术在高导电性管道建设中的成功应用
本文讨论了柱式压裂技术在注水井中的成功应用,该注水井之前的主要作业公司在目标层内的注入能力很差。柱状压裂技术的目的是获得尽可能高的裂缝导流能力,以提高储层的注入能力,从而维持储层的压力。该技术创造了无限导流通道,支撑剂以聚集体或群体的形式分布在裂缝中,被清洁流体分离。这些支撑剂起到支柱的作用,保持裂缝张开,并帮助流体在支撑剂支柱之间的开放通道中流动。有支撑剂柱的部分张开裂缝的导流能力比封闭后填充支撑剂的常规裂缝的导流能力高出几个数量级。在柱式水力压裂后,支撑剂会留在裂缝组中形成柱状结构,这是因为在支撑剂中加入粘性树脂后,支撑剂就会(间歇性地)混入压裂过程中泵送的流体系统中。这有助于形成的矿柱中的颗粒粘附在一起,并有助于防止裂缝完全关闭,形成流体流动的开放管道。这种压裂增产措施的总体成功取决于顺序泵送技术,使支撑剂在注入地层过程中形成支撑剂聚集体。本文介绍了增强型柱压裂技术、作业前的井分析与设计、Minifrac数据校准以及实际的泵送作业执行。该井与一个砂岩岩性油藏相交,该油藏以前没有被压裂过。砂岩地层被细分为三个层段,厚度分别为60ft、40ft和60ft,由不同的页岩层分隔。根据测井解释和地层地质力学分析,确定了两个柱压裂阶段,以处理整个目标地层,并在所有三个层段保持平衡的注入能力。开发并实施了最佳水力压裂设计,以实现最佳井性能。在实际作业中,需要使用特殊设计的地面设备和粘合剂增强支撑剂涂层来安装高导电性的流道,同时保持储层和支撑剂充填层的稳定性。这一措施成功实现了16000桶/天的注水量。该井柱压裂技术的成功应用促使作业者将柱压裂技术推广到其他注采井。
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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