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Overcoming the Challenges of Running Large Diameter Casing Through High Inclination Weilbores at Shallow Depths in Deep Water Wells

机译:克服通过高倾斜威尔堡在深水井下浅威尔堡运行大直径套管的挑战

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Historically, running large diameter surface and intermediate casing in the shallow sections of a well with a high build rate and inclination has proven to be very challenging, with a high risk of getting stuck off bottom. At the same time, with limited drilling margins, it has become important to be able to successfully set large diameter casing under these conditions to enable the well to reach target objectives and/or avoid subsurface hazards. A comprehensive analysis reveals that a major contributing factor to the difficulty of running large diameter casing is due to the large end loads resulting from the high inherent stiffness of the casing as it is bent through dog-legs or ledges. Finite element analysis indicated that these forces were high enough to cause the shoe to dig in to softer formations, and that the end forces increased substantially as casing size and weight increased, or as dog-leg severity and inclination increased. A fairly simple solution was identified: a composite flexible shoe run at the bottom of the casing reduced the side loads at the bottom of the casing when running into the hole. Effective communication and cooperation between designer and operator allowed for a product that was thoroughly tested and examined from an operational standpoint to identify risks and address possible failure modes. Smaller tools were also proven out in higher build rate horizontal wells prior to running in a higher cost deepwater environment. Several case histories are presented that demonstrate the ability to run 18,16, and 14-inch casing smoothly to target depth through build sections with doglegs of more than 47100ft, in soft formations, and to inclinations of more than 60° using a composite flexible casing shoe. The ability to reliably set large diameter casing through build sections and into high inclination weilbores expands the envelope of design possibility when planning deepwater wells.
机译:从历史上看,在井中的浅截面中运行大直径表面和中间套管,已经证明是非常具有挑战性的,具有很高的风险落下底部。与此同时,通过有限的钻井边缘,能够在这些条件下成功设置大直径套管,使得能够达到目标目标和/或避免地下危险。综合分析表明,运行大直径壳体的难度的主要贡献因素是由于壳体的高固有刚度导致的大端载,因为它弯曲通过狗腿或壁架。有限元分析表明,这些力足够高,使鞋子挖到更软的地层,并且最终力量随着壳体尺寸和重量增加而增加,或随着狗腿严重程度和倾斜度增加。鉴定了一个相当简单的解决方案:在壳体底部的复合柔性靴在落入孔时减小壳体底部的侧载。设计师和操作员之间的有效沟通与合作,允许从操作系统彻底测试和检查的产品,以识别风险和地址可能的失败模式。在较高的地下水环境中运行之前,还在更高的构建速率水平井中证明了较小的工具。提出了几种案例历史,证明了通过在柔软的地层中具有超过47100英尺的斗鸡的脱落,并使用复合柔性倾斜,通过构建距离脱落的部分,并使用复合柔性地倾斜超过47100英尺的倾斜,证明了靶向深度的能力。套管鞋。通过构建截面和高倾斜威尔堡可靠地设定大直径套管的能力扩展了在规划深水井时的设计可能性的包络。

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