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FULL-SCALE REYNOLDS NUMBER VIV TESTING OF TRI-HELICALLY GROOVED DRILL RISER BUOYANCY MODULE

机译:三螺旋沟槽上升浮力模块的全尺寸雷诺数VIV测试

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A newly developed Tri-Helically Grooved drilling riser buoyancy module design was tested in the towing tank of SINTEF Ocean in June 2017. This new design aims to reduce riser drag loading and suppress vortex-induced vibrations (VIV). Objectives of the test program were two-fold: to assess the hydrodynamic performance of the design allowing for validation of previous computational fluid dynamics (CFD) studies through empirical measurements, and, to develop a hydrodynamic force coefficient database to be used in numerical simulations to evaluate drilling riser deformation due to drag loading and fatigue lives when subjected to VIV. This paper provides the parameters of the testing program and a discussion of the results from the various testing configurations assessed. Tests were performed using large scale, rigid cylinder test models at Reynolds numbers in the super-critical flow regime, defined as starting at a Reynolds number of Re = 3.5x10~5 -5.0x10~5 (depending on various literatures) and continuing until Re = 3x10~6. Towing tests, with fixed and freely oscillating test models, were completed with both a bare test cylinder and a test cylinder with the Tri-Helical Groove design. Additional forced motion tests were performed on the helically grooved model to calculate lift and added mass coefficients at various amplitudes and frequencies of oscillation for the generation of a hydrodynamic force coefficient database for VIV prediction software. Significant differences were observed in the hydrodynamic performance of the bare and helically grooved test models considering both in-line (IL) drag and cross-flow (CF) cylinder excitation and oscillation amplitude. For the helically grooved model, measured static drag shows a strong independence from Reynolds number and elimination of the drag crisis region with an average drag coefficient of 0.63. Effective elimination of VIV and subsequent drag amplification was observed at relatively higher reduced velocities, where the bare test model shows a significant dynamic response. A small level of expected response for the helically grooved model was seen across the lower range of reduced velocities. However, disruption of vortex correlation still occurs in this range and non-sinusoidal and highly amplitude-modulated responses were observed.
机译:2017年6月,新开发的Tri-Helical Grooved钻井立管浮力模块设计在SINTEF Ocean的拖船舱中进行了测试。该新设计旨在减少立管阻力载荷并抑制涡流诱发的振动(VIV)。测试程序的目标有两个:评估设计的流体力学性能,以通过经验测量验证先前的计算流体力学(CFD)研究;开发流体力学力系数数据库,以用于数值模拟以在承受VIV时,评估由于阻力载荷和疲劳寿命而导致的钻井立管变形。本文提供了测试程序的参数,并讨论了所评估的各种测试配置的结果。使用大型刚性圆柱体测试模型以超临界流态中的雷诺数进行测试,定义为从雷诺数Re = 3.5x10〜5 -5.0x10〜5(取决于各种文献)开始,一直持续到Re = 3x10〜6。带有固定和自由摆动测试模型的牵引测试均通过裸露的测试缸和具有三螺旋槽设计的测试缸完成。在螺旋凹槽模型上执行了其他强制运动测试,以计算在各种振幅和频率的振动下的升力和附加质量系数,从而生成了VIV预测软件的流体动力系数数据库。考虑到直列(IL)阻力和横流(CF)气缸激励和振荡幅度,裸露和螺旋沟槽测试模型的流体力学性能存在显着差异。对于螺旋沟槽模型,测得的静态阻力表现出与雷诺数的强烈独立性,并且消除了阻力危机区域,平均阻力系数为0.63。在相对较高的降低速度下观察到有效消除了VIV和随后的阻力扩增,其中裸露的测试模型显示出显着的动态响应。在较低的速度降低范围内,可以看到螺旋凹槽模型的预期响应水平很小。但是,涡旋相关性的破坏仍在此范围内发生,并且观察到非正弦和高度幅度调制的响应。

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