水下跳线输送间歇段塞流的三维数值模拟

Jihyeon Kim, N. Srinil
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引用次数: 8

摘要

水下跳线是连接井口和水下设施(如歧管或处理单元)的钢管结构,以输送生产的多相流。一般来说,跳线由两个环形结构的门柱和它们之间的直管组成,从生产井中输送多相油气。由于跨接管的特殊几何形状和多流体特性,可能会发生段塞流,产生有问题的波动力,导致跨接管振荡。严重的动态波动会导致管柱变形和流体动力/压力引起的共振,从而导致作业压力不稳定和产量下降。尽管在设计水下跳线时需要对工艺条件进行精确预测,并意识到段塞流风险,但从设施规模、时间和成本效益等方面进行实验评估、识别和改进修改后的设计是一项挑战。随着计算性能的提高,数值分析提供了另一种方法来模拟多相流对跳线的力影响。本文讨论了水下跳线的三维流动模拟建模,以了解内部段塞流的发展过程,从而产生作用于管壁和弯头的水动力。基于流体求解器计算的波动压力,采用单向相互作用法评估跨接管的动态响应,以评估变形和应力。用跳线模态分析讨论了一种电位共振。结构响应分析结果表明,由于间歇性段塞流频率的影响,多模态频率占主导地位。数值结果和观察到的行为可用于与其他模拟和实验的比较。
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3-D Numerical Simulations of Subsea Jumper Transporting Intermittent Slug Flows
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.
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