Study of the Vortex-Induced Vibration of the Marine Risers With the Buoyancy

Lin Zhao, H. Su, Yanju Yin
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Abstract

Regarding the very large top tension of ocean deep water riser which is caused by the heavy self-weight, a innovated buoyancy system is designed. This system can effectively decrease the top tension and improve the performance of the riser movement. In order to study the upper and lower part of the floating system, a specialized model test is carried out, where the acceleration, amplitude, frequency and trajectory of the interested points along the risers are investigated. It has been observed that with the increase of the current speed, both the vibration acceleration and the vibration frequency are increasing but the bare riser amplitude is decreasing. At the speed of 0.2m/s, the resonance phenomenon is observed, but the same phenomenon is not observed for the middle floating riser subjecting to different flow velocities. At the speed of 0.4 m/s, the largest amplitude is captured. Due to the response differences of the floating riser at the up and down parts of the middle floating riser, when the amplitude is increasing, the vibration frequency is decreasing, both at cross flow (CF) direction and inline flow (IL) direction. Especially the vibration behavior of the interested points is most influenced by the buoyancy. Under different models, vibration at different flow velocities is presented along bare riser, the modal vibration effects of the floating riser will decrease In addition, according to the experiment condition, Orcaflex is applied to conduct the numerical simulation to get the vibration law of the corresponding feature points and compare it with the experimental results. The results indicate that the numerical analysis reasonably match with experimental results.
海洋隔水管受浮力影响的涡激振动研究
针对海洋深水隔水管自重造成的顶部张力过大的问题,设计了一种创新的浮力系统。该系统能有效降低立管顶部张力,提高立管运动性能。为了研究浮动系统的上下部分,进行了专门的模型试验,研究了隔水管上感兴趣点的加速度、振幅、频率和轨迹。随着电流速度的增大,振动加速度和振动频率均增大,但裸隔水管幅值减小。在流速为0.2m/s时,出现了共振现象,而在不同流速下,中间浮立管没有出现相同的现象。在速度为0.4 m/s时,捕捉到最大振幅。由于中间浮立管上下部分的响应差异,当振幅增大时,横流方向和顺流方向的振动频率都减小。特别是感兴趣点的振动特性受浮力的影响最大。在不同的模型下,沿裸立管存在不同流速下的振动,浮立管的模态振动效应会减弱。此外,根据实验条件,应用Orcaflex进行数值模拟,得到相应特征点的振动规律,并与实验结果进行对比。结果表明,数值分析与实验结果吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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