首页|侧钻技术在苏59-13-XX井的应用与分析

侧钻技术在苏59-13-XX井的应用与分析

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苏59-13-XX井设计井深4968 m,垂深3675 m,水平段长1001 m.施工过程中二开钻进至3790m时发生井下复杂情况,需填眼侧钻,综合考虑井眼轨迹、地层岩性、水泥塞面等,在3 490m开始侧钻,选择短保径、高侧向力钻头配合立林7LZ165×1.75°螺杆微增斜降方位侧钻,历时13 h,侧钻井段3490~3496.5 m,侧钻进尺6.5 m,侧钻成功,侧钻轨迹平滑,为后续施工创造了良好条件.首先简要介绍了苏59-13-XX井基本情况、工程遇到的复杂井况及处理过程,其次详细论述了侧钻轨迹的设计、PDC钻头和BHA优选技术、侧钻作业施工难点、侧钻前准备及具体侧钻施工过程.
Application and analysis of sidetracking technology in Su 59-13-XX well
The design depth of the Su59-13-XX well is 4 968 m,with a vertical depth of 3 675 m and a horizontal section of 1 001 m.During the construction process,downhole complex situation occurred when the second-spud drilling reached 3 790 m,requiring sidetracking.After considering factors such as wellbore trajectory,formation lithology,and cement plug,sidetracking started at 3 490 m.A bit of short gauge,high side force was chosen in combination with the Lilin 7LZ165×1.75° screw for micro build-up azimuth-drop sidetracking.The sidetracking took 13 hours,with the sidetracked section from 3 490 to 3 496.5 m,advancing 6.5 m.The sidetracking was successful and the sidetrack trajectory was smooth,creating good conditions for subsequent construction.This paper briefly introduces the basic situation of Su 59-13-XX well,the complex well conditions encountered in the project and the solution.Then,the paper detailly discusses the design of the sidetracking trajectory,selection technology of PDC drill bit and BHA,difficulties of sidetracking operation,preparation before sidetracking,and specific sidetracking construction process.

sidetrackingcement plugtime-control drillingdogleg

王建民、卢建、沈吉阳

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中国石油集团海洋工程有限公司钻井分公司,天津 300451

侧钻 水泥塞面 控时 狗腿度

2024

石油工程建设
中国石油集团海洋工程有限公 中国石油工程建设公司

石油工程建设

影响因子:0.367
ISSN:1001-2206
年,卷(期):2024.50(z1)