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Hydrodynamics of oscillating cylinders and disks at low Keulegan-Carpenter numbers.

机译:低Keulegan-Carpenter数下的摆动圆柱体和圆盘的流体动力学。

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Resonant vertical excitation of a Tension Leg Platform (TLP) is typically of high frequency and small amplitude. The hydrodynamic damping of structural members of a TLP in this mode of oscillation is studied in this thesis.; Experimental flow visualization studies were conducted on oscillating cylinders and disks of different thickness. The Keulegan-Carpenter (KC) number was varied from 0.2-0.5, and frequency parameter {dollar}(beta){dollar} in the range 2500-12500. A double-exposure variant of the Digital Particle Image Velocimetry technique was developed to obtain velocity and vorticity information of the flow. It was found that thin disks of finite edge thickness generated a flow that remained symmetric with respect to the mean position of oscillation. For disks of infinitesimal edge thickness, the initial start-up condition determined the emerging vortex shedding pattern. The relative effects of convection and viscous diffusion were dependent on a KC number based on disk thickness.; Drag force measurements were conducted on an axially oscillating cylinder of 0.457 m (1.5 ft) diameter and 1.219 m (4.0 ft) draft, at zero and small forward speeds. Experiments were conducted at KC numbers in the range of 0.1-1.0, and {dollar}beta{dollar} in 89236-191700. From these experiments, a definite nonlinear trend was observed between the drag force and velocity. The drag coefficient {dollar}(Csb{lcub}d{rcub}){dollar} was approximately doubled upon addition of a disk to the bottom of the cylinder. Effects of forward speed were significant at low values of KC, but were diminished at larger values.; The damping coefficients of individual structural components of a TLP follow different scaling laws. Rules are presented for scaling friction and form drag components from model to full scale. Results from experiments are used to obtain a scaling law for vertical columns of a TLP. Previously published results are used for horizontal pontoons. An example TLP calculation shows that the equivalent linear damping ratio of horizontal cylinders is approximately 0.049-0.078%, depending upon cylinder shape, and that for vertical cylinders is in the range 0.025-0.394%, depending upon KC and the size of the disk used.
机译:张力腿平台(TLP)的共振垂直激励通常具有高频和小振幅。本文研究了这种振动模式下TLP结构构件的流体动力阻尼。在不同厚度的振动圆柱体和圆盘上进行了实验流量可视化研究。 Keulegan-Carpenter(KC)数在0.2-0.5之间变化,频率参数{dollar}β{dollar}在2500至2500之间。开发了数字粒子图像测速技术的双曝光变量,以获取流的速度和涡度信息。已经发现,具有有限边缘厚度的薄盘产生的流相对于平均振荡位置保持对称。对于无穷小边缘厚度的圆盘,初始启动条件决定了新出现的涡旋脱落模式。对流和粘性扩散的相对影响取决于基于磁盘厚度的KC数。阻力测量是在直径为0.457 m(1.5 ft),吃水深度为1.219 m(4.0 ft)的轴向摆动圆柱上进行的,前移速度为零和小。实验在KC值范围为0.1-1.0,{beta} {dollar}在89236-191700范围内进行。从这些实验中,可以观察到拖动力和速度之间存在明确的非线性趋势。在圆柱体底部增加一个圆盘后,阻力系数{美元}(Csb {lcub} d {rcub}){美元}大约增加了一倍。前进速度的影响在低KC值时显着,但在较大KC值时减小。 TLP各个结构部件的阻尼系数遵循不同的缩放定律。给出了缩放摩擦的规则,并形成了从模型到完整比例的阻力分量。实验的结果用于获得TLP垂直列的缩放定律。先前发布的结果用于水平浮船。 TLP计算示例显示,根据圆柱形状,卧式圆柱的等效线性阻尼比约为0.049-0.078%,而立式圆柱的等效线性阻尼比则在0.025-0.394%范围内,具体取决于KC和所用磁盘的大小。

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