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Interaction between a compliant guide and a coiled tubing during sub-sea well intervention in deep water

机译:在深水中进行海底井干预期间,顺应性导管与连续油管之间的相互作用

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Sub-sea well intervention in deep water is generally being conducted from mobile offshore drilling units using conventional drilling risers. To reduce cost, light well intervention (LWI) solutions using monohull vessels are being investigated. One of these is the spoolable compliant guide (SCG), which consists of steel pipe hung in an elongated S-shape between the vessel and wellhead. The S-shape is maintained by offsetting the vessel horizontally from the wellhead, while the guide pipe is supported by buoyancy modules. After deployment and connection of the SCG to the wellhead, coiled tubing is run through the guide pipe and inserted into the well for conducting well intervention operations. During operations the coiled tubing (inner pipe) is tensioned, which compresses the guide (outer pipe) due to geometric interaction. This paper investigates the load transfer within pipe-in-pipe interaction by physical model tests combined with numerical validation. The influence of the diameter ratio between the inner and outer pipes on the degree of force transfer has been examined by conducting four test phases each with a different inter-radial gap. The effect of guide shape on the magnitude of its load–response has been investigated by bending the system to inclination angles of 30°, 45° and 60° with respect to the pipe’s axis. Results have shown that the magnitude of the transferred load does not change with inclination angles between 30° and 60°. In addition, the outer pipe’s axial compression is independent of the inter-radial gap, whereas the differential moment increase could be determined as a function of load and gap. The numerical results match the test results within an acceptable order of magnitude.
机译:通常,使用常规钻探立管从移动式海上钻探装置对深水进行海底井干预。为了降低成本,正在研究使用单体船的轻井介入(LWI)解决方案。其中一种是可绕线顺从导向器(SCG),它由悬挂在容器和井口之间的细长S形钢管组成。通过将容器从井口水平偏移,可以保持S形,而导管则由浮力模块支撑。在将SCG部署并连接到井口后,连续油管穿过导管并插入井中以进行井内干预操作。在操作过程中,盘管(内管)会张紧,由于几何相互作用,会压缩导管(外管)。本文通过物理模型测试与数值验证相结合的方法研究了管道间相互作用中的载荷传递。内管和外管之间的直径比对力传递程度的影响已通过进行四个不同的径向间隙的测试阶段进行了检验。通过将系统弯曲到相对于管道轴线的倾斜角度为30°,45°和60°,可以研究导向形状对其负载响应大小的影响。结果表明,传递的载荷的大小不会随30°和60°之间的倾斜角而变化。此外,外管的轴向压缩与径向间隙无关,而差动力矩的增加可以确定为载荷和间隙的函数。数值结果与测试结果在可接受的数量级内匹配。

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