Splitter井口井的退役

Siti Nadiah Ishak, Nurul Iffah M Garib, E. Damasena, D. Dahasry
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摘要

通过将36″导管悬挂在自升式钻井平台上作为临时结构,在公海概念中钻守井,引发了堵塞和弃井的几个关键问题。当两口井被固井在导管内并使用分离器井口完井时,严重程度就会加剧。根据马来西亚当地的监管规定,任何废弃的油井都不能有任何从海底突出的结构。这对于确认钻井位置没有潜在危险至关重要。这种分流器的设计证实了传统的切割拉拔方法是不可行的,多管柱切割器是唯一可行的解决方案。本文介绍了全胶结2 × 9-5/8″、2 × 13-3/8″和1.0″管壁厚36″套管偏心切割的方法和结果,包括分离器井口的退役。为了实现封堵弃井的目标,使用了磨料水射流切割器(AWJC)进行内部偏心切割,能够同时穿透5个胶结套管。该切割器与钻线锯(DWS)和双钻床(DDM)配合使用,作为地面切割器和“钻孔机”,将回收的多管柱切割成更短的部分,从而省去了将分离器井口拆卸成单个组件的需要。同时,对于地面提升和悬挂,需要一个工程垫眼、h型钢和带销的提升框架来保证成功的操作。AWJC设计用于在极端压力下穿透结构,再加上优化的预先规划的喷嘴旋转速度,可以在井下建立完整的360°干净切割。考虑到井下切割器的最坏位置,在偏心情况下,使用合适的水和石榴石混合物的喷射机制对于提供足够的穿透导体尺寸的能力至关重要。此次弃井作业的重要发现是了解了石榴石的类型和喷嘴切割头周围的无流体环境是有效切割过程的主要因素。将管柱拉出的实际重量比一次完整切割的计算重量高37%。因此,在设计表面能力时应留有一定的边际容差,以便在遇到不光滑的切割时提供额外的提升能力。总的来说,该作业成功地克服了所经历的挑战和不确定性,并标志着马来西亚有史以来第一个退役分离器井设计的重要里程碑。
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Decommissioning of Splitter Wellhead Wells
Drilling keeper wells with an open-sea concept by suspending a 36″ conductor to a jackup drilling rig as a temporary structure induced several criticalities in plugging and abandoning the wells. The severity amplified with the two (2) wells are cemented inside the conductor and completed with a splitter wellhead. As per the Malaysia local regulatory, any abandoned wells are to be free from any structure protruding from seabed. This is paramount in confirming the drilled location is free from potential hazards. This splitter design confirmed that conventional cut-and-pull approach is not feasible and multistring cutter is the only solution available. This paper covers the approach and result in performing eccentric cut of fully cemented 2 × 9-5/8″, 2 × 13-3/8″ and a 1.0″ wall thickness 36″ conductor including decommission of a splitter wellhead. In achieving the objective to P&A the keeper wells, an Abrasive Water Jet Cutter (AWJC) is deployed to perform an internal eccentric cut that able to penetrate five (5) cemented casing simultaneously. The cutter is paired up with Drilling Wire Saw (DWS) and Dual Drilling Machine (DDM) as a surface cutter and a "hole-borer" in cutting the retrieved multistring into shorter sections that eliminated the needs to dismantle the splitter wellhead into individual component. Meanwhile, for surface lifting and suspending, an engineered pad eyes, H-beam and lifting frame with pins were required to guarantee a successful operation. AWJC is designed to penetrate structures with extreme pressure, coupled with optimized pre-planned nozzle rotation speed to establish a complete 360° clean cut downhole. The jetting mechanism using the right mixture of water and garnet is crucial in providing sufficient capability to penetrate the conductor size in an eccentric condition considering the worst-case position of the cutter downhole. The significant finding from this P&A operation is understanding the type of garnet and fluid less environment around nozzle cutter head as main contributors for an efficient cutting process. Actual pick-up weight to pull free the pipe was 37% higher than the calculated weight for a complete cut. Hence, the surface capability shall be designed with some marginal tolerance to provide additional lifting capability in case an unsmoothed cut is experienced. Overall, the operation managed to overcome the challenges and uncertainties experienced and mark as a great milestone for the first ever decommission splitter well design in Malaysia.
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