2022 年 9 月
特别关注:完成实践

综合方法钻探不稳定碳酸盐岩,具有卓越的钻孔质量,可实现多阶段完井

跨多个储层部分提供高井眼质量的综合方法使操作员能够成功运行和设置多级压裂完井或固井衬管。它还确保在不稳定油藏钻探时满足曲线和水平剖面目标。
Daria Ponomareva / 斯伦贝谢 Maurico Corona / 斯伦贝 谢 Nata Franco / 斯伦贝谢 Sajjad Ahmed / 斯伦贝谢 Mohammed Alawfi / 斯伦贝谢

该油田的含油气储层位于超过 12,000 英尺 TVD 的碳酸盐岩和砂岩地层中,孔隙压力高,气孔温度超过钻井底部钻具组合 (BHA) 限制(高于 300°F)。这些井分为六到七个部分,每个部分的直径为 5 7/8 英寸。水库的大小。使用两种主要的完成类型;这些选择是基于裸眼测井获得的储层特征和预期产量。两种可用选项都是多级压裂(MSF),其中包括裸眼封隔器的多个压裂阶段、压裂套管和固井衬管,未来将按预先选定的间隔进行射孔。 

图 1 跨越一个油藏的偏置直井的井筒质量和岩性(3 公里范围内)。

由于多种原因,MSF 字符串的部署可能会因未到达底部而受到影响。由于井眼不稳定,致密点、大的冲刷区和扩大区是最常见的情况,不能正确隔离所需的储层是有风险的。当无国界医生组织运行并成功到达底部的风险太大时,应急措施就是运行并水泥生产线。在生产上,MSF优于水泥衬管;这就是为什么正确的规划和泥浆重量选择是保证钻孔质量的关键。MSF 将需要一个测量孔,因此 MSF 完井管柱的隔离封隔器可以设置为相互有效隔离。奇怪的是,在直井中,无论偏置井使用的泥浆重量如何,井间的孔质量和扩大程度都存在显着差异,如图1所示。 

在某些情况下,两种 PPG 钻井液重量差异并不能改善井眼质量并保持井眼稳定。无论使用的泥浆重量如何,彼此相距仅 3 公里的偏置井的井眼条件同样较差。 

良好的设计描述。设计基础考虑两种主要的井设计——重型井设计和轻型井设计。重井设计由七根套管柱到达储层,而小井眼设计仅少一根套管。井设计的选择取决于偏移井分析期间识别的风险。对半径为 2 公里、5 公里、有时为 10 公里的几口井进行分析,以评估不同地层的不同风险。根据风险的概率和严重程度,选择井设计,并据此调整轨迹,以实现目标油藏的无故障。 

图 2. A 和 B 碳酸盐岩气藏的分段构建/着陆。

该区块有两个主要的碳酸盐岩储层,在其中钻有水平井,如图 2 所示。两个储层的总厚度不超过 600 英尺。然而,当在一节。着陆点需要到达碳酸盐岩储层B的较浅储层。 

在直井中,同一部分最多可以组合四个储层。井眼质量必须保证数据采集(包括压力点和样品提取)不受影响。如果井眼条件恶化,则无法采集数据,并且会错过储层数据,从而无法更好地评估岩石特性和产量估算。研究了影响井壁稳定性的多种因素。最终建立了一种综合方法,以尽量减少钻孔时对孔的负面影响。该方法贯穿整个过程,包括规划、执行和评估阶段。影响井筒质量的因素如图3所示 

综合进场(搭建/着陆部分) 

水平井建造/着陆段的正确规划和完美执行是提供具有合适井眼质量的储层段以实现较低完井效果的关键。无论是 MSF 还是水泥衬管,在钻探 5-7/8 英寸时都应尽量减少操作暴露。水库孔。 

图 3. 综合方法概述。

轨迹规划。上层/着陆段(图 4)是穿过互层地层钻探的。该部分的两个最关键的目标是: 1) 覆盖全部或大部分盖层;2) 以计划的倾斜度将井着陆。定向工作是根据不同组织的反应而建立的。在建立/着陆部分中,轨迹从 0° 几乎到水平构建,仅留下几度的倾斜度以在储层部分中完成,并且通常所有轨迹都具有 2D 剖面。根据编队,DLS 可以规划高达 4.5°/100 英尺。在执行过程中保持高于计划轨迹非常重要,特别是当实际编队遇到较浅的 TVD(通常在 30-50 英尺之间)时。已应用多种 BHA 配置来优化定向工作并最大化 ROP。曲线部分采用 RSS BHA 进行钻探,有两种方式:指向钻头和推动钻头,以减少冲击并提高性能。已经尝试过机动RSS BHA,并且由于没有工具,甚至尝试了具有1.15°弯曲外壳的PDM。 

图 4. 搭建和着陆部分示意图。

BHA 设计。由于该部分已经很深,并且所使用的钻井液的典型泥浆重量范围在 14 至 19 ppg 之间,因此预计地面上会有较高的泵/立管压力。因此,需要最大限度地减少沿钻柱的压力损失,以避免钻机泵频繁故障。在如此高的泥浆重量和泥浆泵的限制下进行钻井可能会损害向定向工具提供转向所需的液压动力。在某些情况下,有必要牺牲流量来管理高泵压力。这种减少影响了钻头的测量工具操作和 HSI。现场经验表明,在曲线部分最好的应用是点对点RSS。它需要较小的电源压降,从而降低总立管压力和潜在地层冲刷的可能性。必须提前计划内部工具修改,例如压力限制器安装的正确尺寸,以避免钻井过程中不必要的跳闸。 

着陆时,该井计划位于碳酸盐岩储层 A 的盖层上。推入式 RSS 是优选的,因为在泥浆重量允许的情况下可以实现更高的 DLS。在一种极端情况下,曲线部分必须使用 PDM BHA 进行钻孔。增加到达该部分总深度的实际时间导致比 RSS BHA 的平均时间长两倍。此外,还必须采取一些额外的预防措施,以避免滑动时管道被卡住。 

图 5. 鞋下井眼不稳定性。

钻井液处理。由于泥浆比重较高(通常用于堆积/着陆部分),由于高过平衡(2,000-3,000 psi),卡管的风险会增加。因此,应用了细长的BHA、针对不同过平衡范围定制的特定连接实践以及钻井泥浆处理的桥接策略。定期使用不同尺寸和浓度的架桥材料处理泥浆;它有助于支撑井眼的不稳定区域并堵塞井眼的多孔层段(如果存在)。 

罐子放置。当钻探穿过造桥/着陆段碳酸盐岩储层 A 时,差异卡住的可能性较高。在这种情况下,罐子的放置对于罐子的有效工作起着至关重要的作用。在对各种水平井进行多次分析和多次模拟之后,建议使震击器远离多孔地层。这将确保在 BHA 差速器卡住管道的情况下激活震击器。在执行过程中,钻压的适当限制会传达给司钻,因为该部分中的震击器将沿该部分在拉伸和压缩状态下运行。 

地质力学和结构分析。对建造/着陆段进行地质力学和结构研究,以分析最佳衬管点深度,以隔离不稳定的盖层,并最大限度地减少或完全消除储层段中要钻探的盖层进尺。减少盖层暴露有两个原因:其中之一与鞋底正下方的一些井中观察到的不稳定性有关,如图 5 所示。这种不稳定性是由于保持高压盖层不受干扰所需的泥浆重量与钻水平段所需的泥浆重量之间的差异而产生的跨越兴趣层,而兴趣层往往已经耗尽。 

横向段盖层长度越大,导致前鞋下方不稳定问题的可能性就越大,最坏的情况是井眼完全塌陷,出现卡管情况。由于鞋下方的不稳定性,孔扩大可能导致下部完井组件难以通过。减少盖层暴露的第二个原因是为了钻井性能。在细长的 5 7/8 英寸钻头中钻探的盖岩暴露时间越长。由于过度的冲击和振动,钻具组合导致钻头和井下工具过早失效的可能性就越高。 

根据偏移井的测井数据创建地质力学和结构模型。它们有助于识别潜在的不稳定层段,并建议最准确的泥浆重量以保持井眼稳定。通常,盖层比下面的其他储层需要更高的泥浆重量。根据盖层厚度和下一个水平段的目标储层,前一个衬管点正在成功加深,以完全覆盖最不稳定的盖层。盖层的完全覆盖使得人们可以安全地钻横向部分,同时减少泥浆重量,从而防止水平部分的卡住倾向。 

综合方法(垂直剖面) 

在垂直穿过碳氢化合物储层进行钻探时,目标是获得卓越的井眼质量,以确保计划的 MSF 或固井尾管完井能够进行。据观察,多种因素正在影响钻孔阶段完成后交付的孔质量。在充满挑战的环境中,采用综合方法来了解这些因素,改善其对井眼质量的影响,并最大限度地降低现场作业的风险。 

直井有不同的目标储层;它的目标是由砂岩组成的更深地层。次要目标将保留在 A 和 B 碳酸盐岩储层中,用于未来的侧线开采和生产。当直井钻完之后,上一段的落地就不再是难题了。据观察,根据行业标准,在随钻地层时,通过保持所需的最小过平衡无法获得良好的孔质量。 

挑战。直井面临的挑战是井下振动高、机械钻速差以及地层的自然建造倾向。为了尝试提高性能,司钻的自然反应是进行钻孔测试,寻找提高机械钻速的最佳参数。值得注意的是,一些过高的参数并没有增加机械钻速,而只是花费更多的能量来钻探不需要该能量的岩石。过多的能量通过钻柱在地层上消散,最终,卡尺记录了一个超尺寸的孔。 

地质力学和结构分析。首先,进行偏置井分析,并进行地质力学研究以建议最小泥浆比重。地质力学从岩性角度推荐泥浆比重;已经观察到,组合物中较高含量的白云石导致不稳定的孔间距。与此同时,泥浆重量不会升高得太高,以避免造成损失,因为已知所钻穿的地层会破裂。地质力学和结构模型的主要输入来自压力点、从储层采集的样本、裸眼测井(例如孔隙度、电阻率和录井)以识别岩性。 

这项研究后出现的导致井眼质量差的另一个重要因素是钻通的碳酸盐岩性类型。在几口井中观察到一定的井眼扩大模式,这促使对这些井进行岩石物理岩性分析。岩性分析表明,这些井的扩大层段大部分与白云岩岩性有关。进一步的分析表明,白云岩层段比其他岩性相对更硬(更高的杨氏模量),这意味着这些层段由于更高的刚度而承受更多的差异应力。因此,破裂很容易导致孔扩大。 

实时监控。钻水平井时,采用随钻测井测量厚度和孔隙度,地质力学工程师实时检查,以在需要时建议泥浆重量的变化。它显示出巨大的价值,特别是考虑到具有挑战性的走滑应力状态环境,因为在孔的顶部和底部形成破裂,使得管柱难以起下或往复运动,从而产生卡管情况的巨大风险。与水平井不同的是,在直井中,LWD 不会运行。因此,仅监测扭矩、机械钻速和钻压等地面参数来评估钻井环境。 

图 6. 带有钻井参数分析的软件输出。

BHA 设计。额外的井眼干扰来自 BHA 本身。选择 BHA 的主要标准是提供钻柱的稳定性和高效钻井,最好是在单次运行中。井下振动会导致井下工具过早失效并导致破裂,从而对井眼条件产生负面影响。因此,必须改变封隔器在 MSF 下部完井装置中的放置位置,从而影响天然气产量。使用集成动态系统软件完成工程分析,可以模拟实际钻井并在规划阶段比较不同的底部钻具组合。主要输出是钻井时使用的最佳钻井参数,以确保稳定的底部钻具组合行为和最佳的机械钻速。图 6. 

图 7 中,模拟输出显示了 Y 轴上的 WOB 范围,X 轴上的 RPM 和流量。上述钻井参数组合的截取给出了要乘以针对特定层段选择的归一化 ROP 的系数。右侧的色标代表井下冲击和振动的水平。根据分析和现场试验,机动 BHA 显示出最佳性能,并基于更好的钻井动力提供更好的井眼质量。此外,PDM 本身能够吸收一定程度的井下冲击和振动。 

图 7. 软件输出,显示了位对 BHA 稳定性的影响。

钻井液的选择。在大多数情况下,水基泥浆适合钻井用途。然而,每当计划进行广泛的测井计划(包括压力点测量和流体样品提取)时,都会选择油基泥浆,以最大程度地减少测井工具卡住的风险。这也避免了泥浆因长时间裸眼暴露在高温环境下而降解。已收集了超过 50 口井的数据库,以确定裸眼静态暴露的时间限制,在什么下完井可以成功运行而无需额外的调节行程之后。 

结果 

图 8. 组合四个不同储层部分的厚度测量结果的示例。

已钻探多口大范围超平衡井曲线段。此外,DLS在1-6°/100英尺之间变化。使用了不同的定向钻井系统,甚至将钻井尾管点在储层内部加深到不同的深度,并且消除了尾管靴下方的扩大区域。碳酸盐岩和砂岩储层已使用不同的泥浆系统、BHA 和钻头进行垂直钻探,从而使 MSF 完井系统能够在多口井中成功运行。实现了卓越的井眼质量(图 8),其中所有四个生产区都合并在一个部分中,每个生产区的超平衡压力在 700 至 2,500 psi 之间变化。其他结果如下: 

  • 水库断面从鞋到锄头的运行率增加了 30%。 
  • 7 口水平井,造斜段衬管点加深,盖层完全覆盖或达到 TVD 的 80% 至 90%。 
  • 2020 年,5 7/8 英寸无卡管事件。BHA 而 POOH 横跨先前内衬鞋下方的扩大区域。 
  • 按照计划,100% 的直井均使用 MSF 系统完成。 
  • 制定了规划水库集结/登陆部分和垂直部分的标准实践和方法,并将其推广到整个项目。 
  • 碳酸盐岩和砂岩储层在同一剖面内结合,井眼质量优越。 

结论 

多学科方法整合了不同领域,以创新并显着钻探具有挑战性的油藏部分。它还证明了提高钻井效率、提高底部部署的下部完井率的策略的针对性。 

整个油田的经验教训和最佳实践极大地改变了钻井策略,包括时间、成本和储层质量。人们希望通过 BHA、泥浆类型和重量、套管点选择和轨迹优化来实现同样的交付改进,以提高质量、降低钻井风险,从而实现更好的交付。这种集成是通过使用斯伦贝谢的创新技术来增加价值而实现的。  

致谢 

作者要感谢斯伦贝谢在该项目期间提供的支持。我们还感谢其他公司个人,他们为该项目的规划和成功执行做出了贡献。本文包含 IPTC 论文 22053 的摘录,该论文于 2022 年 2 月在沙特阿拉伯利雅得举行的国际石油技术会议上发表。 

关于作者
达莉亚·波诺马列娃
斯伦贝谢
Daria Ponomareva DARIA PONOMAREVA 是斯伦贝谢的一名油井工程师。在她六年的职业生涯中,她在伊拉克和沙特阿拉伯工作,专注于在具有挑战性的地质环境中建造复杂的油气井。Daria 拥有油藏工程和工程管理系统硕士学位。她热衷于计算机科学以及公司和行业内的知识共享。
毛里科·科罗纳
斯伦贝谢
Maurico Corona 是斯伦贝谢的油井工程经理。他已在公司工作超过 18 年,为全球国际石油公司和国家石油公司从事各种综合项目,包括墨西哥、阿尔及利亚、伊拉克、阿曼、阿联酋和沙特阿拉伯的油气井勘探和开发,陆上和海上。在四年的时间里,他担任钻井作业和 IWCF 井控讲师。
纳塔·佛朗哥
斯伦贝谢
纳塔·佛朗哥
萨贾德·艾哈迈德
斯伦贝谢
萨贾德·艾哈迈德
穆罕默德·阿拉菲
斯伦贝谢
穆罕默德·阿拉菲
相关文章 来自档案
原文链接/worldoil
September 2022
Special Focus: Completion Practices

Integrated approach drills unstable carbonates with superior borehole quality for multi-stage completions

An integrated approach delivering high wellbore quality across multiple reservoir sections enables an operator to successfully run and set a multi-stage fracing completion or cemented liner. It also ensures that curve and horizontal section objectives are met when drilling across unstable reservoirs.
Daria Ponomareva / Schlumberger Maurico Corona / Schlumberger Nata Franco / Schlumberger Sajjad Ahmed / Schlumberger Mohammed Alawfi / Schlumberger

Hydrocarbon bearing reservoirs in the field are located in excess of 12,000 ft TVD, in carbonate and sandstone formations, with high pore pressure and blowhole temperature exceeding drilling bottom hole assembly (BHA) limitations (above 300°F). The wells are drilled in six to seven sections, with 5 7/8-in. size across the reservoir. Two main completion types are used; the selection on those is based on the reservoir characteristics obtained by the open-hole logging and expected production rates. Both options available are the multi-stage fracing (MSF) with several fracing stages of open-hole packers, and fracing sleeves and cemented liner, which will be perforated in the future at pre-selected intervals. 

Fig. 1. Wellbore quality and lithology in offset vertical wells across one of the reservoirs (within a 3-km distance).

The deploying of MSF strings might be compromised by not reaching the bottom, due to several reasons. Tight spots, large washout areas and enlargement zones, due to wellbore instability, are the most common ones and not properly isolating the required reservoir layers is risky. When an MSF is too risky to run and successfully reach the bottom, the contingency is to run and cement a production liner. In terms of production, the MSF is preferred over the cemented liner; that is why proper planning and mud weight selection are the key to guaranteeing the quality of the borehole. The MSF will require a gauge hole, so the isolation packers of the MSF completion string can be set for effective stages of isolation from each other. Strangely in vertical holes, regardless of the mud weight used in offset wells, the hole quality and level of enlargement were found with significant differences between the wells, Fig. 1

In some cases, two PPG differences in drilling fluid weight did not improve the wellbore quality and keep the hole stable. Offset wells located within only 3 km from each other got equally poor wellbore conditions, regardless of utilized mud weight. 

Well design description. Basis of design considers two main well designs—the heavy well design and the light well design. The heavy well design consists of seven casing strings to reach the reservoir, and the slim hole design is only one casing less. The selection of the well design resides on the risk identified during the offset well analysis. Several wells in a radius of 2 km, 5 km, and sometimes 10 km, are analyzed to assess the different risks from differing formations. Based on the probability and severity of the risk, the well design is selected and, from there, the trajectory is adjusted to achieve the target reservoirs trouble-free. 

Fig. 2. Build-up/landing of sections into the A and B carbonate gas reservoirs.

There are two main carbonate reservoirs where the horizontal wells are drilled in this block, Fig. 2. Both reservoirs’ combined thickness does not exceed 600 ft. However, that additional footage makes a major difference when a build/landing section is initiated in one section. The landing point needs to be reached in the shallower reservoir layer of carbonate reservoir B. 

In vertical wells, up to four reservoirs can be combined in the same section. The wellbore quality needs to be such that data acquisition is not compromised, including pressure points and samples extraction. If the wellbore condition deteriorates, the data acquisition will not be possible, and reservoir data are missed to better assess rock properties and production estimations. Many factors affecting wellbore stability were studied. An integrated approach was finally established to minimize the negative impact on the hole while drilling. The methodology goes through the entire process, including planning, execution and evaluation phases. The factors affecting wellbore quality are summarized in Fig. 3. 

INTEGRATED APPROACH (BUILD-UP/LANDING SECTIONS) 

The proper planning and flawless execution of the build-up/landing section in horizontal wells are the keys to delivering reservoir sections with suitable wellbore quality to run a lower completion. Whether it will be MSF or cemented liner, one should minimize operational exposure while drilling a 5-7/8-in. reservoir hole. 

Fig. 3. Integrated approach overview.

Trajectory planning. The build-up/landing section (Fig. 4) is drilled across interbedded formations. The two most critical objectives of the section are: 1) to case fully or most of the caprock; and 2) land the well at the planned inclination. Directional work is built in accordance with the responses from different formations. In the build-up/landing section, the trajectory is built from 0° almost to horizontal, leaving only several degrees of inclination to complete in reservoir section and, normally, all trajectories have a 2D profile. Based on the formation, the DLS can be planned up to 4.5°/100 ft. It is important to stay above the planned trajectory during the execution, especially when actual formations are met shallower, normally between 30-50 ft, TVD. Several BHA configurations have been applied to optimize the directional work and maximize ROP. The curve sections have been drilled with RSS BHAs, in their two modalities: point the bit and push the bit looking for shock reduction and performance improvement. The motorized RSS BHA has been tried, and due to unavailability of tools, even PDM with a bent housing of 1.15° was tried. 

Fig. 4. Schematic of build-up and landing section.

BHA design. Since the section is deep already, and the typical mud weight of drilling fluid used ranges between 14 and 19 ppg, high pump/standpipe pressure is expected on the surface. Therefore, minimizing pressure losses along the drillstring is required to avoid frequent rig pump failures. Drilling with this high mud weight and the limitation of the mud pumps can compromise the hydraulic power supplied to the directional tools required to steer. In some cases, it was necessary to sacrifice the flowrate to manage the high pump pressure. This reduction affected the surveying tool operation and HSI at the bit. Field experience showed that the best application in the curve section is a point-the-bit RSS. It requires less pressure drop for the power supply, reducing the total standpipe pressure and the chance of potential formation washout. Internal tool modifications, such as the right size of pressure restrictor installation, must be planned in advance to avoid unnecessary trips during drilling. 

When landing, the well is planned to be on the caprock of carbonate reservoir A. A push-the-bit RSS is preferable, as higher DLS can be achieved when mud weight permits. In one extreme case, the curve section had to be drilled with a PDM BHA. Increasing the actual time to reach the section’s total depth resulted in twice-longer than the average time with an RSS BHA. Additionally, several extra precautions, to avoid stuck pipes while sliding, had to be in place. 

Fig. 5. Wellbore instability below the shoe.

Drilling fluid treatment. With the high mud weight, usually used in the build-up/landing section, the risk of stuck pipe increases, due to high overbalance (2,000-3,000 psi). Hence, slim BHA, specific connection practices customized for different ranges of overbalance, and a bridging strategy for the drilling mud treatment are applied. Mud is treated regularly with bridging material of different sizes and concentrations; it helps to support unstable zones of the wellbore and plugs’ porous intervals (if present) across the wellbore. 

Jar placement. When drilling across carbonate reservoir A in the build-up/landing section, the chances of getting stuck differentially are higher. Under this scenario, the placement of the jar plays a vital role in making the jar work effectively. After several analyses conducted in various horizontal wells and multiple simulations, the recommendation is to keep the jar away from the porous formation. This will ensure that jar will be activated in case of differential stuck pipe with the BHA. During the execution, the proper limits on WOB are communicated to the driller, as the jar in this section will be run in both tension and compression along the section. 

Geomechanics and structural analysis. The geomechanical and structural study is conducted for build-up/landing sections to analyze the best liner point depth to isolate the unstable cap rock and minimize or fully eliminate the footage of caprock to be drilled in the reservoir section. There are two reasons to reduce the cap rock exposure; one is related to the instability observed in some wells just below the shoe, Fig. 5. This instability was created, due to the difference between the required mud weights to keep the high pressurized caprock undisturbed and the mud weight required to drill the horizontal section across the layer of interest, which often is depleted. 

The larger the length of the caprock in the lateral section, the higher the probability of leading to instability issues just below the previous shoe and, in the worst-case, completed wellbore collapses, and there is a stuck pipe situation. Due to instability below the shoe, hole enlargement can result in difficulty passing through with a lower completion assembly. The second reason for reducing the caprock exposure is oriented to the drilling performance. The longer the cap rock exposure to be drilled in the slim 5 7/8-in. hole, the higher the probability of BHA resulting in a premature bit and downhole tool failures, due to the excessive shocks and vibrations. 

Geomechanical and structural models are created, based on logging data from the offset wells. They help identify potentially unstable intervals and suggest the most accurate mud weight to keep the wellbore stable. Normally, caprock will require higher mud weights than the other reservoirs underneath. Based on caprock thickness and the targeted reservoir layer in the next horizontal section, the previous liner point is successfully deepening to fully cover the most unstable caprock. The full covering of the caprock allows one to safely drill the lateral section with a reduced mud weight that will prevent the sticking tendency in the horizontal section. 

INTEGRATED APPROACH (VERTICAL SECTIONS) 

Superior wellbore quality is targeted when drilling vertically across the hydrocarbon reservoir to ensure planned MSF or cemented liner completion will be run. It was observed that multiple factors are affecting the hole quality delivered after the drilling phase is finished. In the challenging environment, an integrated approach has been applied to understand the factors, improve their impact on the wellbore quality, and minimize risk in the field operations. 

Vertical wells have a different target reservoir to be reached; it targets the deeper formations that consist of sandstones. Secondary targets will remain in the A and B carbonate reservoirs for future sidetracks and production. When vertical wells are drilled, the landing of the previous section is not a challenge anymore. It was observed that good hole quality could not be achieved by maintaining minimum required overbalance, as per industry standard, on the formation while drilling. 

Challenges. The challenges in vertical wells are high downhole vibrations, poor ROP, and the natural building tendency of the formation. In attempts to improve the performance, the natural reaction from the driller was to perform a drill-off test looking for the optimum parameters to increase the ROP. What was noticed is that some excessive parameters were not increasing the ROP but simply spending more energy to drill a rock that doesn’t need that energy to be drilled. The excessive energy was dissipated through the drillstring against the formation, and eventually, an over-gauged hole was recorded by caliper. 

Geomechanics and structural analysis. Firstly, the offset well analysis is performed, and a geomechanical study is done to suggest the minimum mud weight. Geomechanics recommend mud weight from the lithology perspective; it has been observed that a higher amount of dolomite in the composition causes unstable hole intervals. At the same time, mud weight is not being raised too high to avoid inducing losses, as the formations drilled through are known to be fractured. The main inputs to the geomechanical and structural models come from the pressure points, the samples taken from the reservoir, open-hole logging, such as porosity, resistivity and mud logging to identify the lithology. 

Another important factor contributing to the poor wellbore quality that surfaced after this study was the type of carbonate lithology drilled through. A certain pattern of hole enlargement was observed in several wells, which prompted the petrophysical lithology analysis on those wells. The lithology analysis revealed that most of the enlarged intervals in these wells were associated with dolomite lithology. Further analysis suggested that dolomitic intervals are relatively stiffer (higher young’s modulus) than other lithologies, which means these intervals experience more differential stresses due to higher stiffness. Hence, breakouts can easily cause hole enlargement. 

Real-time monitoring. When drilling horizontal wells, LWD is implemented where caliper and porosity are measured, and geomechanics engineers review it in real-time to suggest changes of the mud weight if needed. It showed great value, especially considering challenging strike-slip stress regime environment because breakouts are formed on top and bottom of the hole, making it hard to trip or reciprocate the string, which creates a substantial risk of a stuck pipe situation. Unlike in horizontal wells, in vertical wells, LWD does not run. Therefore, only surface parameters, such as torque, ROP, and weight on bit, are monitored to assess the drilling environment. 

Fig. 6. Software output with drilling parameter analysis.

BHA design. Additional wellbore disturbances are coming from the BHA, itself. The main criterion for selecting BHA is to provide stability of the drilling string and efficient drilling, preferably in a single run. Downhole vibrations cause premature failure of the downhole tools and lead to breakouts that negatively affect hole conditions. Therefore, the placement of the packers in an MSF lower completion assembly has to be changed, compromising gas production. Engineering analysis is done, using integrated dynamic system software where actual drilling can be simulated and different BHAs can be compared in the planning phase. The main outputs are the best drilling parameters to be used while drilling to ensure stable BHA behavior and the best possible ROP. Fig. 6. 

In Fig. 7, the simulation output presents where the range of WOB is placed on the Y-axis, and RPM and flowrates are on the X-axes. The interception of the combination of the mentioned drilling parameters gives the coefficient to be multiplied by the normalized ROP chosen for the particular interval. The color scale on the right represents the level of the downhole shocks and vibrations. Based on the analysis and field trials, motorized BHA showed the best performance and provided better wellbore quality, based on better drilling dynamics. As well, PDM, itself, is capable of absorbing certain levels of downhole shocks and vibrations. 

Fig. 7. Software output, showing the bit effect on BHA stability.

Drilling fluid selection. In the majority of the cases, water-based mud is fit for drilling purposes. However, whenever an extensive logging program is planned, including pressure point measurement and fluid samples extraction, oil-based mud is chosen to minimize the risk of being stuck with logging tools. This also avoids mud degradation, due to long-time open-hole exposure under high-temperature environment. Database with more than 50 wells has been collected to identify the time limit of open-hole static exposure after what lower completion can be run successfully without additional conditioning trip. 

RESULTS 

Fig. 8. Example of combining caliper measurements over four different reservoir sections.

The curve section in multiple wells with a wide range of overbalance has been drilled. Also, DLS has been varying between 1-6°/100 ft. Different directional drilling systems were utilized, and even drilling liner points were deepened inside the reservoir to various depths, and the enlarged areas below the liner shoe were eliminated. Carbonate and sandstone reservoirs have been drilled vertically with different mud systems, BHAs and bits allowing the running of MSF completion systems successfully in multiple wells. Exceptional wellbore quality has been achieved (Fig. 8) below, where all four production zones were combined in one section together, the overbalance on each of them varying between 700 and 2,500 psi. Other results are listed below: 

  • The rate of the shoe to hoe runs across the reservoir section increased 30%. 
  • In seven horizontal wells, liner point of build-up/landing section was deepened, and caprock was covered fully or up to 80% to 90% of TVD. 
  • In 2020, no stuck pipes events with 5 7/8-in. BHA while POOH across the enlarged area below the previous liner shoe. 
  • 100% of the vertical wells were completed with MSF systems, as per plan. 
  • Standard practices and approaches to planning the build-up/landing sections and vertical sections across the reservoirs were developed and spread across the entire project. 
  • Carbonate and sandstone reservoirs were combined in the same section, with superior borehole quality. 

CONCLUSION 

The multidisciplinary approach integrates different domains to innovate and significantly drill challenging reservoir sections. It also demonstrates the pertinence of the strategy to improve drilling efficiency, increased rate of lower completion deployed to the bottom. 

The lessons learned and the best practices captured for the entire field dramatically changed the drilling strategy regarding time, cost and reservoir quality. One looks for the same delivery improvement from BHA, mud type and weight, casing point selections, and trajectory optimization to improve the quality, to reduce the drilling risks for better well delivery. This integration was achieved, using innovative technologies from Schlumberger to add value.  

ACKNOWLEDGMENT 

The authors would like to thank Schlumberger for the support provided during this project. We are also grateful to other company individuals, who contributed to the planning and successful execution of this project. This article contains excerpts from IPTC paper 22053, presented at the International Petroleum Technology Conference, held in Riyadh, Saudi Arabia, February 2022. 

About the Authors
Daria Ponomareva
Schlumberger
Daria Ponomareva DARIA PONOMAREVA is a well engineer at Schlumberger. During her six-year career, Iraq and Saudi Arabia, focusing on constructing complex oil and gas wells in challenging geological environments. Daria holds master’s degrees in reservoir engineering and engineering management systems. She is passionate about computer science and knowledge sharing within the company and the industry.
Maurico Corona
Schlumberger
Maurico Corona is a well engineering manager at Schlumberger. He has been with the company for more than 18 years, working on various integrated projects for both IOCs and NOCs across the globe, including Mexico, Algeria, Iraq, Oman, UAE and Saudi Arabia for Oil and Gas wells, both exploration and development, onshore and offshore. During four years he was an instructor for drilling operations and IWCF Well Control.
Nata Franco
Schlumberger
Nata Franco
Sajjad Ahmed
Schlumberger
Sajjad Ahmed
Mohammed Alawfi
Schlumberger
Mohammed Alawfi
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