通过独特的TAML Level-4多边连接系统进行裸眼砾石充填水平水平钻完井:南海安装案例研究

Wei Guo Zhang, Zhi Hua Rao, Hong Lei, Yue He, L. Zhang, Ying Huo, Kjell Revheim, Umer Shafiq, Geng Zhao, Hua Jing Yu, Peng Cao, Dong Zhang, Jin Wei Bian
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引用次数: 0

摘要

2022年,中国南海安装了multi - lateral Technology Advancement (TAML) level-4完井装置。该多分支完井系统的独特设计提高了钻井和完井的效率和可靠性,并实现了主井眼、分支井眼或两者的选择性生产。它还结合了一种安全的方法,将裸眼砾石充填作业与多边应用相结合。主井径为9.625英寸。套管。——一个8.5。侧钻由TAML 4级接头和7-in完成。衬管被胶结到位。该多管完井系统的关键部件是锚定封隔器系统,用于暂时隔离主井眼;侧钻斜向器和铣削系统,可钻透9.625英寸。8.5英寸套管。侧孔;9.625英寸。× 7英寸TAML 4级接头系统,包括主井眼生产回接总成、主井眼接头总成、侧井眼接头总成和接头钻井转喷器隔离系统。一个6。通过连接处钻水平横向井眼。裸眼砾石充填系统安装在6-in井眼。水平段防止出砂。为了从每个分支的目标层进行选择性生产,3.5-in的井眼井眼可以使用。安装中间管柱。一个特殊设计的多边式井眼可剪切回接密封组件下入横向井眼。标准滑套(SSD)和接座短节安装在回接总成上方。通过打开SSD来实现混合生产,通过关闭SSD来实现侧向井眼的选择性生产。通过打开SSD并在着陆短节中设置干预桥塞,可以实现主井眼的选择性生产。上部生产管柱采用电潜泵系统完成。2022年初,整个系统首次在该地区成功安装,实现了零健康、安全或环境事故,零非生产时间。侧向孔径为7英寸。尾管和TAML level-4多分支接头在单趟下入中完成安装。尾管固井作业和多余的水泥清洗在同一趟行程中高效完成。6。小井眼钻井工具和裸眼砾石充填防砂系统均通过了多管接头,没有出现挂起问题。中间回接管柱成功下入侧向井眼。整个完井的成功安装验证了9.625-in的高可靠性和高效率。×7。分支井完井系统。传统的多边接头只挂一个7英寸。9.625英寸内胆。主套管。相比之下,这种强大的新型TAML 4级接头系统可以分别设计主孔接头组件和侧孔接头组件;这两个组件可以在一次起下钻中安装,同时进行固井作业。裸眼砾石充填作业随后以常规方式通过7in固井尾管进行。通过将安装多分支接头和裸眼砾石充填作业的作业风险分离开来,这大大降低了整体作业风险。这种新设计的连接系统和单独的砾石充填作业是保证该井顺利、安全完井的关键。
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Horizontal Lateral Drilling and Completion with Openhole Gravel Pack through a Unique TAML Level-4 Multilateral Junction System: The Installation Case Study from South China Sea
A Technology Advancement of Multi-Laterals (TAML) level-4 completion was installed in the South China Sea in 2022. The unique design of this multilateral completion system increased efficiency and reliability in drilling and completing the well and enabled selective production from the main bore, the laterals, or both. It also incorporated a safe way of combining an openhole gravel pack job with a multilateral application. The main bore was completed with 9.625-in. casing. An 8.5-in. sidetrack was drilled and completed by the TAML level-4 junction and 7-in. liner was cemented in place. The key components of this multilateral completion system are an anchor packer system to temporarily isolate the main bore; a sidetrack whipstock and milling system to drill through 9.625-in. casing for 8.5-in. lateral bore; a robust 9.625 in. × 7 in. TAML level-4 junction system that combines a main bore production tieback assembly, main bore junction assembly, lateral bore junction assembly, and a junction drilling diverter isolation system. A 6-in. horizontal lateral bore was drilled through junction. An anti-swab openhole gravel pack system was installed in the 6-in. horizontal section to prevent sand production. For selective production from target zones in each lateral, a 3.5-in. intermediate string was installed. A specially designed multilateral well shrouded shearable tieback seal assembly was run back into the lateral bore. A standard sliding sleeve (SSD) and landing nipple were installed above the tieback assembly. Comingled production is achieved by leaving the SSD open, and selective production is achieved from the lateral bore by closing the SSD. Selective production from the main bore is achieved by leaving the SSD open and setting an intervention plug into the landing nipple. The upper production string was completed with an electrical submersible pump system. In early 2022, the full system was successfully installed for the first time in the region with zero health, safety, or environmental incidents and zero non-productive time. The lateral bore 7-in. liner and TAML level-4 multilateral junction were installed in a single trip, and the 7-in. liner cementing operation and excess cement cleanout were completed efficiently in that same trip. The 6-in. slim-hole drilling tool and openhole gravel pack sand control system both passed the multilateral junction with no hang up issues. The intermediate tieback string was successfully run back into lateral bore. The successful installation of entire well completion verified the high reliability and efficiency of this robust 9.625-in. ×7-in. multilateral well completion system. A traditional multilateral junction only hangs one 7-in. liner inside the 9.625-in. main bore casing. In contrast, this robust new TAML level-4 junction system enables designing the main bore junction assembly and the lateral bore junction assembly separately; the two assemblies can be installed in the same single trip together with cementing operation. The openhole gravel pack operation was then performed in a conventional way through the 7in cemented lateral liner. This drastically reduced the overall operational risk, by separating the operational risk of installing the multilateral junction and the open hole gravel pack job. This newly designed junction system and separate gravel pack operation were key enablers to complete this well smoothly and safely.
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