Determination of the Near-Wellbore Pressure Drop for Dual Casing in Hydraulic Fracturing and Refracturing Applications

J. Loehken, D. Yosefnejad, L. Mcnelis, B. Fricke
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Abstract

Due to the increases in completion costs demand for production improvements, fracturing through double casing in upper reservoirs for mature wells and refracturing early stimulated wells to change the completion design, has become more and more popular. One of the most common technologies used to re-stimulate previously fracked wells, is to run a second, smaller casing or tubular inside of the existing and already perforated pipes of the completed well. The new inner and old outer casing are isolated from each other by a cement layer, which prevents any hydraulic communication between the pre-existing and new perforations, as well as between adjacent new perforations. For these smaller inner casing diameters, specially tailored and designed re-fracturing perforation systems are deployed, which can shoot casing entrance holes of very similar size through both casings, nearly independent of the phasing and still capable of creating tunnels reaching beyond the cement layer into the natural rock formation. Although discussing on the API RP-19B section VII test format has recently been initiated and many companies have started to test multiple casing scenarios and charge performance, not much is known about the complex flow through two radially aligned holes in dual casings. In the paper we will look in detail at the parameters which influence the flow, especially the Coefficient of Discharge of such a dual casing setup. We will evaluate how much the near wellbore pressure drop is affected by the hole's sizes in the first and second casing, respectively the difference between them and investigate how the cement layer is influenced by turbulences, which might build up in the annulus. The results will enhance the design and provide a better understanding of fracturing or refracturing through double casings for hydraulic fracturing specialists and both operation and services companies.
水力压裂和重复压裂双套管近井压降的测定
由于完井成本的增加和产量提高的需求,在上部油藏对成熟井进行双套管压裂和对早期增产井进行重复压裂来改变完井设计已经越来越流行。对之前压裂过的井进行再增产的最常用技术之一,是在已完井的现有和已经穿孔的管柱中下入第二套更小的套管或管柱。新的内层和旧的外层套管通过水泥层相互隔离,从而防止了原有射孔和新射孔之间以及相邻的新射孔之间的水力交流。对于这些较小的内套管直径,采用了专门定制和设计的再压裂射孔系统,该系统可以射入尺寸非常相似的套管,几乎不受相位影响,并且仍然能够穿过水泥层进入天然岩层。尽管最近开始讨论API RP-19B第七部分测试格式,许多公司已经开始测试多种套管场景和装药性能,但对于双套管中两个径向排列孔的复杂流动情况知之甚少。在本文中,我们将详细研究影响流动的参数,特别是这种双机匣装置的流量系数。我们将分别评估第一套管和第二套管的井眼尺寸对近井压降的影响程度,以及它们之间的差异,并研究环空中可能积聚的湍流对水泥层的影响。研究结果将改进设计,并为水力压裂专家、作业和服务公司更好地理解双套管压裂或重复压裂。
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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