案例历史:套管砾石充填与裸眼独立筛管和膨胀封隔器的水接触隔离的替代应用

A. Ghallab, Farriz Ijaz Noordin, Siti Nur Mahirah Mohd Zain, Mohd Syaza Abdul Shukor, S. Mohd, Mya Thuzar, Sylvia Mavis Ak James Berok, Agnes Tan, Jennie Chin, N. F. Mosar, Gladson Joe Barretto
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引用次数: 0

摘要

X油田的13口生产井最初的下部完井策略是裸眼独立筛管(OHSAS)。下部完井管柱为6⅝英寸。8 - 1 / 2英寸的优质筛网。开孔。根据最新的钻前井数据,相关方决定将井设计改为套管井砾石充填(CHGP)。本文讨论了转换设计的可行性研究,在OHSAS设计中增加膨胀封隔器的使用以实现更好的隔层,以及已完成井的生产结果。根据最新的数据,维持原来的设计会增加水侵的风险,从而导致生产损失。此外,X战场过去的所有战役都是用CHGPs完成的。为了解决这些问题,我们进行了进一步的研究,以评估将现有库存与在6⅝英寸完井管柱上安装分流管相结合的潜力。用于CHGP的网状筛管,并评估在OHSAS完井中使用不同膨胀材料增加膨胀封隔器的数量。假设在裸眼井中放置足够数量的膨胀封隔器和防砂筛管,可以产生更高的压差,在裸眼井中可以实现层间隔离,类似于在固井套管井完井中使用旁通屏障的效果。研究表明,6⅝英寸完井管柱需要安装分流管。由于9⅝英寸完井管柱内部的间隙很紧,CHGP筛管存在额外的风险。套管,它们只能安装两个分流管。层间的隔离是通过多层分流杯式封隔器实现的。然而,由于多层分流杯式封隔器的采购时间较长,因此该方案需要加快进度以满足项目时间表。然而,使用增加膨胀封隔器数量的增强型OHSAS设计进行了模拟,成为克服水侵问题的一种有希望的解决方案。挑战在于确定膨胀封隔器的最佳数量以及裸眼井的精确位置。另一个挑战是,为了适应大量膨胀封隔器,大狗腿井的阻力效应越来越大。对膨胀封隔器数量进行了敏感性分析,并与现有成功的跟踪记录进行了比较,以进一步优化完井设计。为了满足作业的预算和进度,在2021年第四季度成功安装了带有膨胀封隔器的OHSASs,以隔离前三口井的水接触区。额外的膨胀封隔器和短筛管用于降低产水风险,并实现薄层的完井和隔离。完井后立即进行了卸井作业,三口井中有两口的产水效果良好。将对这三口井的生产性能进行评估,以确定2023年第三季度下一个平台上剩余井的防砂设计策略。
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Case History: Alternative Application of Casedhole Gravel Pack with Openhole Standalone Screen and Water Contact Isolation Using Swell Packers
The original lower completion strategy for the 13 oil producer wells in X Field was open hole standalone screens (OHSAS). The lower completion string comprised 6⅝-in. premium mesh screens inside the 8½-in. open hole. On the basis of updated predrill well data, stakeholders decided to change the well design to a cased hole gravel pack (CHGP). This paper discusses the feasibility study that was conducted to switch the design, the justification used to maintain the original strategy but with an increased use of swell packers for better compartmentalization in the OHSAS design, and the production results of the completed wells. Based on the most-recent data, maintaining the original design would increase the risk of water breakthrough and subsequently lead to a loss of production. Furthermore, all past campaigns in X Field were completions with CHGPs. To address these concerns, additional studies were performed to evaluate the potential of using the existing inventory combined with the concept of mounting shunt tubes onto the 6⅝-in. mesh screens for CHGP and to evaluate increasing the quantity of swell packers using different swelling materials for OHSAS completions. The assumption was that with a sufficient number of swell packers placed in the open hole with the sand screens, which would create a higher differential pressure, zonal isolation could be achieved in an open hole similar to the effect of having a bypass barrier in a cemented cased hole completion. Studies have showed that installing shunt tubes for 6⅝-in. screens for CHGP poses additional risks because of the tight clearance inside 9⅝-in. casing, and they can only be mounted with two shunt tubes. Isolation between zones is achieved by means of multizone shunted cup packers. However, as a result of the long lead procurement time for the multizone shunted cup packers, this option requires expediting to meet the project timeline. However, simulations performed on the enhanced OHSAS design using an increased number of swell packers became a promising solution to overcome the water breakthrough problem. The challenges were to determine the optimal quantity of swell packers required and the precise placement along the open hole. Other challenges are increasing drag effect on high dogleg well to accommodate the large quantity of swell packers. Sensitivity analysis of swell packer quantity had been run and compare with existing successful track record to further optimize the completion design. To meet the budget and schedule for the campaign, OHSASs with swell packers were successfully installed in Q4 2021 to isolate the water contact zone in the first three wells. Additional swell packers and short screens were used to mitigate the water-production risk and enable the completion and isolation of thin zones. Well unloading was performed immediately following the completions, with positive results in terms of water production in two of the three wells. The production performance of these three wells will be evaluated to determine the sand-control design strategy for the remaining wells on the next platform in Q3 2023.
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