起下钻泥浆帽的优化设计及其在高温高压MPD井中的应用:巴基斯坦的历史案例

Shoaib Muhammad, Qasim Ashraf, U. Baig
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引用次数: 0

摘要

日益增长的依赖和新技术显著优化了钻井作业;不能钻的井现在可以钻了。无论是控压钻井(MPD)还是常规钻井作业,我们都在努力提高钻井效率。MPD作业的设计面临诸多挑战,需要评估众多参数。其中包括井底压力管理、起下钻、固井、测井和完井作业。然而,本文只描述了如何在非常窄窗口的高压/高温MPD井中使用有效的泥浆帽设计来优化起下钻过程。恒定井底MPD (CBH-MPD)是全球广泛使用的MPD变体之一。在CBH-MPD中,地面背压是在静态和动态条件下保持井底压力(BHP)恒定的区分因素。为了实现对环空压力的控制,需要使用专用设备进行闭环控制,包括钻柱周围的有效密封和堵塞回流。密封只对光滑表面有效;因此,MPD作业中最重要的挑战之一是:在取出到地面的情况下保持恒定的BHP。如果部署了井下隔离阀(DIV),则可以关闭该井。但是,如果没有DIV,则可以通过设计有效的泥浆帽来保持有效的起下钻余量。MPD泥浆帽的规划和执行具有挑战性,在规划阶段可能会被忽略。泥浆帽的设计非常复杂,需要考虑许多因素。本文详细描述了如何识别、计划和克服这些挑战。对受试井的多个参数进行了顺序分析,以优化泥浆帽重量和注浆深度。这些参数包括起下钻窗口、井底温度、循环压力、泥浆添加剂、泥浆流变性、涌动和抽汲压力。泥浆帽在井内的停留时间也是设计中考虑的一个关键因素,因为它也可能干扰井底压力。其他设计考虑因素包括钻机的兼容性和体积处理能力、井下和地面设备的限制、化学品的可用性以及有效的翻转计划。在这些案例研究中提到的这些窄高温高压井的有效泥浆帽设计是一项艰巨而具有挑战性的任务。本文还讨论了上述泥浆帽设计考虑因素及其对选择合适泥浆帽的影响,并从具有挑战性的案例研究中分享了实际示例,详细阐述了设计和执行方面的细节。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimization of Mud Cap Design for Tripping Operations and its Application in Challenging HPHT MPD Wells: Case Histories from Pakistan
Growing reliance and new technologies have significantly optimized the drilling operations; un-drillable wells become drillable now. We strive to increase drilling efficiency, whether managed pressure drilling (MPD) or conventional drilling operations. Designing an MPD operation inherits multiple challenges and requires the evaluation of numerous parameters. These include bottom hole pressure management, tripping, cementing, logging & completion operations. However, this paper only describes how the tripping processes can be optimized using effective mud cap design in very narrow window HP/HT MPD wells. Constant bottom hole MPD (CBH-MPD) is one of the extensively used variants of MPD around the globe. In CBH-MPD, Surface backpressure is the differentiating factor added to keep the bottom hole pressure (BHP) constant in static and dynamic conditions. A close-loop is necessary to attain this control on the annulus pressure with specialized equipment, including effective sealing around the drill string and choking the return flow. The sealing is only effective against the smooth surfaces; hence, one of the most significant challenges in MPD operations arises: having a constant BHP in case of pull out to the surface. If the downhole isolation valve (DIV) is deployed, the well can be shut on it. However, if a DIV is not available, the well can be balanced by designing an effective mud cap keeping the available trip margins. Planning and executing a mud cap for MPD is challenging and can be overlooked in the planning phase. Designing a mud cap is complicated as many factors need to be incorporated. This paper describes, in detail, how these challenges were identified, planned for, and overcome. Multiple parameters were analyzed in sequences for subjected wells to optimize the mud cap weight and spotting depths. These parameters include the available tripping window, bottom hole temperature, circulation pressures, mud additives, mud rheology, surge, and swab pressures. Residing time of the mud cap in the hole is also a key factor considered in the design as it may also disturb the CBH pressure. Other design considerations included rig compatibility and volume handling capacity, equipment limitations downhole and surface, availability of chemicals, and effective rollover plan. The effective mud cap design for these narrow HP/HT wells mentioned in these case studies was an arduous and challenging task. This paper also discusses the aforementioned mud cap design considerations and their effects on selecting an appropriate mud cap. Practical examples are shared from challenging case studies, elaborating the detailed design and execution aspects.
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