|本期目录/Table of Contents|

[1]曲晶瑀,杨晶,孙晓峰,等.附属管线对隔水管涡激振动影响的数值模拟研究[J].中国安全生产科学技术,2017,13(2):153-158.[doi:10.11731/j.issn.1673-193x.2017.02.027]
　QU Jingyu,YANG Jing,SUN Xiaofeng,et al.Numerical simulation on influence of affiliated pipes to vortex-induced vibration of drilling riser[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(2):153-158.[doi:10.11731/j.issn.1673-193x.2017.02.027]
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附属管线对隔水管涡激振动影响的数值模拟研究
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
13
期数:
2017年2期
页码:
153-158
栏目:
现代职业安全卫生管理与技术
出版日期:
2017-02-28

文章信息/Info

Title:
Numerical simulation on influence of affiliated pipes to vortex-induced vibration of drilling riser
文章编号:
1673-193X(2017)-02-0153-06
作者:
曲晶瑀; 杨晶; 孙晓峰; 屈俊波
东北石油大学 石油工程学院，黑龙江 大庆 163318
Author(s):
QU Jingyu;  YANG Jing;  SUN Xiaofeng;  QU Junbo
Petroleum Engineering College, Northeast Petroleum University, Daqing Heilongjiang 163318, China
关键词:
附属管线; 隔水管; 涡激振动; 大涡模拟
Keywords:
affiliated pipes;  drilling riser;  vortex-induced vibration;  large eddy simulation
分类号:
X937
DOI:
10.11731/j.issn.1673-193x.2017.02.027
文献标志码:
A
摘要:
涡激振动现象会引起海上钻井平台隔水管发生结构失稳和疲劳破坏。针对附属管线安装位置对隔水管的涡激振动影响开展了三维数值模拟，采用CFD大涡模拟计算方法，对不同来流角度α、直径比d/D和间距比G/D情况进行数值模拟，得到隔水管所受的升力和阻力变化情况并对其进行频谱分析。模拟结果表明：隔水管所受的升力和阻力对来流角度的变化很敏感，阻力系数CD和升力系数均方根CrmsL随来流角α的增大而减小，并在α值为30~45°范围内降至最低；用来表征隔水管后方漩涡脱落频率的St数随α的增大略有增大，但总体稳定保持在较低值范围。根据模拟结果，附属管线在直径比d/D值应在0.2~0.3范围内，间距比G/D值在0.3~0.4范围内的布置方式对隔水管涡激振动的抑制效果最为理想。
Abstract:
The phenomenon of vortex-induced vibration will cause the structure instability and fatigue failure of drilling riser on offshore drilling platform. The three-dimensional numerical simulation was performed to study the effect of the affiliated pipes on the vortex-induced vibration of drilling riser. The numerical simulation was conducted with different parameters, such as incoming flow angle α, diameter ratio d/D, spacing ratio G/D by using the CFD technique through Large Eddy Simulation (LES). The change of lift force and resistance received by the drilling riser was obtained and analyzed by spectral analysis. The results showed that the lift force and resistance received by the drilling riser are very sensitive to the change of incoming flow angle, both the resistance coefficient CD and the root mean square of the lift force coefficient CrmsL decrease with the increase of incoming flow angle, and decrease to the lowest when α is in the range from 30° to 45°. The number of St used to characterize the vortex shedding frequency behind the drilling riser increases slightly with the increase of α, but remained stable in the range of lower value overall. It was considered that the arrangement method of the affiliated pipes with the diameter ratio of d/D in the range from 0.2 to 0.3 and the spacing ratio G/D in the range from 0.3 to 0.4 is the best to suppress the vortex-induced vibration of the drilling riser.

参考文献/References:

［1］李怀印. 海上油气田开发石油工程投资估算方法［J］. 价值工程, 2011, 30(27):56-57. LI Huaiyin. The CAPEX estimating methodology of offshore oilfield petroleum engineering［J］. Value Engineering, 2011, 30(27):56-57.
［2］薛鲁宁, 樊建春, 张来斌. 海上钻井井喷事故的蝴蝶结模型［J］. 中国安全生产科学技术, 2013, 9(2):79-83. XUE Luning, FAN Jianchun, ZHANG Laibin. Bow-tie model for offshore drilling blowout accident［J］. Journal of Safety Science and Technology, 2013, 9(2):79-83.
［3］何沙, 陈东升, 朱林,等. 海上钻井平台安全风险预警模型应用研究［J］. 中国安全生产科学技术, 2012, 8(4):148-154. HE Sha, CHEN Dongsheng, ZHU Lin, et al. Study on application of safety risk early warning model for offshore drilling platform［J］. Journal of Safety Science and Technology, 2012, 8(4):148-154.
［4］张文冬. 海洋立管涡激振动及抑振技术的实验研究［D］. 青岛：中国海洋大学, 2011.
［5］谷家扬. 张力腿平台复杂动力响应及涡激特性研究［D］. 上海：上海交通大学, 2013.
［6］王鹏. 深水钻井隔水管系统动力响应及力学耦合行为［D］. 大庆：东北石油大学, 2014.
［7］Dalton C, Xu Y, Owen J C. The suppression of lift on a circular cylinder due to vortex shedding at moderate Reynolds numbers［J］. Journal of Fluids & Structures, 2001, 15(3):617-628.
［8］宋吉宁, 吕林, 张建侨,等. 三根附属控制杆对海洋立管涡激振动抑制作用实验研究［J］. 海洋工程, 2009, 27(3):23-29. SONG Jining,LYU Lin,ZHANG Jianqiao, et al.Experimental investigation of suppression of vortex-induced vibration of marine risers by three control rods［J］.The Ocean Engineering, 2009, 27(3):23-29.
［9］吴浩, 孙大鹏. 深海立管涡激振动被动抑制措施的研究［J］. 中国海洋平台,2009,24(4):1-8. WU Hao,SUN Dapeng.Study on suppression measures for vortex-induced vibration of the deepwater riser［J］.China Offshore Platform, 2009,24(4):1-8.
［10］杨安梅, 吕林, 董国海,等. 附属多圆柱绕流的数值模拟［J］. 中国海洋平台, 2009, 24(6):7-12. YANG Anmei,LYU Lin,DONG Guohai,et al. Numerical simulation of flow around affiliated muti-circular cylinder［J］.China Offshore Platform,2009, 24(6):7-12.
［11］田启龙, 黄熙龙, 王嘉松. 附加附属管的隔水管涡激振动离散涡模拟［J］. 水动力学研究与进展, 2016(5):633-640. TIAN Qilong, HUANG Xilong, WANG Jiasong. Vortex-induced vibration of the riser with affiliated pipes based on discrete vortex method［J］. Chinese Journal of Hydrodynamics, 2016(5):633-640.
［12］Tezduyar T E, Shih R. Numerical experiments on downstream boundary of flow past cylinder［J］. Journal of Engineering Mechanics, 1991, 117(4):854-871.
［13］王福军. 计算流体动力学分析［M］. 北京：清华大学出版社, 2004：139-142.
［14］Pope S B. Turbulent Flows［M］. 北京：世界图书出版公司, 2010：433-444.
［15］Wornom S, Ouvrard H, Salvetti M V, et al. Variational multiscale large-eddy simulations of the flow past a circular cylinder: Reynolds number effects［J］. Computers & Fluids, 2011, 47(1):44-50.
［16］Dong S, Ge K, A E, et al. A combined direct numerical simulation-particle image velocimetry study of the turbulent near wake［J］. Journal of Fluid Mechanics, 2006, 569(12):185-207.
［17］Norberg C. Fluctuating lift on a circular cylinder: review and new measurements［J］. Journal of Fluids & Structures, 2003, 17(1):57-96.

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备注/Memo

备注/Memo:
国家自然科学基金项目(51474073)
更新日期/Last Update: 2017-03-29