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3-D NUMERICAL SIMULATIONS OF SUBSEA JUMPER TRANSPORTING INTERMITTENT SLUG FLOWS

机译:水下跳跃过渡段塞流的3D数值模拟

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Subsea jumper is the steel pipe structure to connect wellhead and subsea facilities such as manifolds or processing units in order to transport the produced multiphase flows. Generally, the jumper consists of a goalpost with two loop structures and a straight pipe between them, carrying the multiphase oil and gas from the producing well. Due to the jumper pipe characteristic geometry and multi-fluid properties, slug flows may take place, creating problematic fluctuating forces causing the jumper oscillations. Severe dynamic fluctuations cause the risk of pipe deformations and resonances resulting from the hydrodynamic momentum/pressure forces which can lead to unstable operating pressure and decreased production rate. Despite the necessity to design subsea jumper with precise prediction on the process condition and the awareness of slug flow risks, it is challenging to experimentally evaluate, identify and improve the modified design in terms of the facility scale, time and cost efficiency. With increasing high computational performance, numerical analysis provides an alternative approach to simulate multiphase flow-induced force effects on the jumper. The present paper discusses the modelling of 3-D flow simulations in a subsea jumper for understanding the development process of internal slug flows causing hydrodynamic forces acting on the pipe walls and bends. Based on the fluctuating pressure calculated by the fluid solver, dynamic responses of the jumper pipe are assessed by a one-way interaction approach to evaluate deformation and stress. A potential resonance is discussed with the jumper modal analysis. Results from the structural response analyses show dominant multi-modal frequencies due to intermittent slug flow frequencies. Numerical results and observed behaviors may be useful for a comparison with other simulation and experiment.
机译:海底跳线是一种钢管结构,用于连接井口和海底设施(例如歧管或处理单元),以运输产生的多相流。通常,跳线由带有两个环结构和位于它们之间的直管的球门柱组成,用于承载来自生产井的多相油气。由于跨接管的特征几何形状和多流体特性,可能会发生团状流,从而产生有问题的波动力,从而引起跨接器振荡。严重的动态波动会导致由流体动量/压力引起的管道变形和共振的风险,这可能导致不稳定的工作压力和降低的生产率。尽管有必要设计海底跳线,以精确地预测工艺条件并意识到流的风险,但从设施规模,时间和成本效率方面,通过实验评估,识别和改进改进后的设计仍然是一项挑战。随着高计算性能的提高,数值分析提供了一种替代方法来模拟多相流引起的跨接力影响。本文讨论了在海底跳线中进行3D流动模拟的模型,以了解内部塞流的发展过程,这些塞流会引起作用在管壁和弯头上的流体动力。基于流体求解器计算的波动压力,通过单向交互方法评估跨接管的动态响应,以评估变形和应力。通过跳线模态分析讨论了潜在的共振。结构响应分析的结果表明,由于段塞流频率是间歇性的,因此多模态频率占主导地位。数值结果和观察到的行为可能有助于与其他模拟和实验进行比较。

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