使用旋转浮力模块的高温管线热设计

Shen Yu, T. Chapman, S. Rich, Austin B Harbison
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摘要

一家大型石油公司与Trelleborg Offshore合作开发了一种旋转浮力模块(RBM)系统,作为对非旋转浮力的改进。在这个系统中,一个带翅片的外壳围绕一个绑在管道上的内芯旋转。旋转浮力减少了护堤的堆积,减少了管道-土壤相互作用的摩擦,并确保了高温高压热设计的稳健性屈曲缓解。相比之下,对于非旋转浮力模块,在初始的流线横向运动之后,海底土壤护堤会形成,从而限制进一步的横向运动。由于护堤的堆积,非旋转浮力模块控制管道屈曲的有效性降低。RBM首次应用于墨西哥湾(GOM)深水开发项目的回接管线。本文介绍了在该工程中应用RBM进行管线热设计的方法。影响回接管线设计的项目现场条件包括现有的交叉点以及海底结构和管线的有限空间。建立了管道-海床相互作用和RBM-海床模型,并给出了正常管道截面和RBM截面的峰值和大位移轴向和侧向摩擦参数。管道的主要负荷来自于运行条件下的温度和压力分布。横向屈曲缓解结果包括RBM位置配置、屈曲位置、有效轴向力和von Mises应力。提出了在高温高压热设计中使用RBM的建议。
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High Temperature Flowline Thermal Design Using Rotating Buoyancy Modules
A rotating buoyancy modules (RBM) system was developed as an improvement to the non-rotating buoyancy from the collaboration between a major oil company and Trelleborg Offshore. In this system, a finned external shell rotates around an inner core strapped to pipeline. The rotating buoyancy reduces berm build-up, decreases friction for pipe-soil interaction, and ensures the robustness of buckling mitigation for HPHT thermal design. In the contrast, for a non-rotating buoyancy module, seabed soil berms can build up after the initial flowline lateral movement which can limit further lateral movement. As result of berm build-up, the effectiveness of non-rotating buoyancy modules to control pipeline buckling reduces. RBM was applied for the first time in a tie-back flowline for a Gulf of Mexico (GOM) deepwater development project. In this paper, flowline thermal design using RBM for the project is presented. The project field conditions that impacted the tie-back flowline design included existing crossings and limited space for subsea structures and flowlines. The pipe-seabed interaction and RBM-seabed model is presented along with the axial and lateral friction parameters used for peak and large displacement on normal pipe sections and RBM sections. The main loads for the flowline were from the operational conditions in term of temperature and pressure profiles. Lateral buckling mitigation results include the RBM location configurations, buckling locations, effective axial forces and von Mises stresses. Recommendations for situations when RBM should be used for high temperature high pressure thermal design are presented.
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