Environmentally Compliant Flexible Cement System Achieves Customer Zonal Isolation Objectives: A Case History from the Norwegian Continental Shelf

T. Akhmetov, J. Barreiro, Carl Johnson, J. Knowles
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Abstract

An operator had a need to cement a 13⅜-in. casing to act as a secondary barrier against a reservoir with the top of cement 100 m above a sand formation. In a subsequent section, the operator required installing and cementing a 9⅝-in. liner as the primary barrier element prior to drilling into the reservoir and placing the top of cement up to the 13 ⅜-in. casing shoe. The operation required placing a minimum 30 m of isolating cement in the cemented interval, where verification of the barrier was to be obtained by using logging tools. To comprehend the operating environment the cement would experience, it was necessary to determine an optimal cement system for the anticipated pressure and temperature cycles in the well. The service company performed a cement integrity evaluation using specialized cement sheath stress analysis software. The simulation software determined which cement system was best suited for exposure to the anticipated pressure and temperature cycles during injection and production. Based on the simulation results, the operator decided to use an environmentally compliant flexible (ECF) cement system. This novel system also significantly reduced the CO2 emissions (CO2e) footprint vs. conventional cement. The operator drilled the 17½-in. open hole to 1888 m measured depth (MD) without any issues using a proprietary flat rheology drilling fluid system. A total of 18.9 m3 of 1.60 specific gravity (SG) ECF cement slurry was pumped. During displacement, no losses were observed as the spacer entered the annulus, and consistent lift pressure was observed as the cement entered the annulus. The job signature pressure match conducted using proprietary zonal isolation software indicated that the openhole size was near gauge hole. The 12¼-in. open hole was drilled, and the 9⅝-in. liner was successfully run to total depth without incident. A total of 16.1 m3 of 1.60 SG ECF cement slurry was pumped. No losses were observed during the cementing operation, and consistent lift pressure was recorded during displacement. The liner was logged using ultrasonic imaging tools, with the top-of-cement bond identified at the 13⅜-in. casing shoe with a total 248 m of isolating cement. The operation achieved the required isolation to install the cemented liner as the primary barrier element prior to drilling into the reservoir, in addition to the exceptional logging results. The ECF cement system provided outstanding bond quality from 1882 to 2130 m. Remarkably, as an energy transition technology when compared with a conventional foamed cement system, the ECF cement system reduced CO2 emissions by 44% and simplified the operation by eliminating the use of foamed cement. Furthermore, the ECF cement is environmentally rated as PLONOR (poses little or no risk) and eliminates the use of polymeric materials to impart flexibility.
符合环境要求的柔性水泥系统实现了客户的层间隔离目标:挪威大陆架的历史案例
操作人员需要对13 / 8 -in进行固井。在砂层上方100米处,套管可作为储层的二级屏障。在随后的作业中,作业者要求安装并固井9⅝英寸完井管柱。在钻进储层并将水泥顶部放置到13 / 8 -in之前,将尾管作为主要屏障元件。套管鞋。该作业需要在固井段放置至少30米的隔离水泥,并通过测井工具对隔离水泥进行验证。为了了解固井所处的作业环境,有必要根据井中预期的压力和温度循环确定最佳固井系统。该服务公司使用专门的水泥环应力分析软件进行了水泥完整性评估。模拟软件确定哪种水泥体系最适合在注入和生产过程中承受预期的压力和温度循环。根据模拟结果,作业者决定使用环保柔性(ECF)水泥体系。与传统水泥相比,这种新型系统还显著减少了二氧化碳排放量。作业者钻了17.1 / 2英寸的井眼。裸眼井至1888米测量深度(MD),使用专有的扁平流变钻井液系统没有任何问题。共泵送了18.9 m3比重为1.60 (SG)的ECF水泥浆。在驱替过程中,当隔离剂进入环空时没有观察到漏失,并且在水泥进入环空时观察到一致的举升压力。使用专有的层间隔离软件进行的作业特征压力匹配表明,裸眼尺寸接近标准井眼。12¼-。裸眼钻完,9⅝英寸完井。尾管顺利下至总深度,未发生事故。共泵送了16.1 m3的1.60 SG ECF水泥浆。在固井作业中没有观察到漏失,并且在置换过程中记录了一致的举升压力。使用超声波成像工具对尾管进行测井,在13 / 8 -in处确定了水泥顶部胶结。套管鞋与隔离水泥共248米。除了取得了优异的测井结果外,该作业还实现了所需的隔离,在钻进储层之前安装了胶结尾管作为主要屏障元件。ECF水泥体系在1882 - 2130 m范围内提供了出色的粘结质量。值得注意的是,作为一种能源转换技术,与传统泡沫水泥系统相比,ECF水泥系统减少了44%的二氧化碳排放量,并通过消除泡沫水泥的使用简化了操作。此外,ECF水泥的环保等级为PLONOR(风险很小或没有风险),并且无需使用聚合物材料来增强灵活性。
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