LOW FREQUENCY WAKE DYNAMICS OF CANTILEVERED CIRCULAR CYLINDERS AT AN ASPECT RATIO OF 4

C. Morton, M. Saeedi, M. Shahroodi, Matthew G. Kindree, R. Martinuzzi
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It appears to be characteristic of intermediate aspect ratio cantilevered circular geometries. INTRODUCTION The flow across cantilevered bluff bodies is ubiquitous in the natural environment and in industrial applications, e.g.: wind loadings on trees, buildings, cross-flow heat exchangers and chimney stacks. Hence, it is not surprising that such geometries have been the subject of a multitude of experimental and numerical studies over the last century (e.g., Fox & Apelt (1993), Rodi (1997), Okamoto & Yagita (1973), Martinuzzi & Havel (2004), Rostamy et al. (2012)). Previous experimental studies on cantilevered bluff bodies have shown that the flow development and related structural loading characteristics strongly depend on the oncoming boundary layer characteristics, the body aspect ratio and the Reynolds number Re of the flow based on the characteristic length scale of the body (e.g., Okamoto & Yagita (1973) and others). It is widely accepted that above a critical aspect ratio, the oscillatory dynamics due to a vortex shedding instability dominate the wake development. For Reynolds numbers relevant to turbulent vortex shedding conditions, the dominant vortical structures exhibit significant temporal modulations in their strength (amplitude) which are linked to a low-frequency drift in the base flow (Bourgeois et al., 2013). The base flow modulation is resolvable with Proper Orthogonal Decomposition (POD) analysis and is consistent with mean-field theory (Stuart, 1958): an energetic exchange exists between the modes associated with vortex shedding and the low-frequency shift mode (Noack et al., 2003). At low Re, this energetic exchange occurs at the onset of the vortex shedding instability (Noack et al., 2003), until the system reaches a dynamically stable state with a constant shedding amplitude. For higher Re turbulent flows, Bourgeois et al. (2013) showed that the vortex shedding is continuously perturbed from its limitcycle oscillation and this process is modelled well with mean-field theory. Presently, it remains unclear if a lowfrequency shift mode persists for all turbulent bluff body wakes exhibiting quasi-periodic vortex shedding. The focus of the present study is to investigate laminar and turbulent vortex shedding from a cantilevered circular cylinder of aspect ratio 4. The goal is to identify the dominant energetic structures in the wake, and provide insight into low frequency phenomena occurring under both laminar and turbulent shedding conditions. METHODOLOGY The flow development over a low aspect ratio (h/d = 4) cantilevered circular cylinder is investigated for Re = 300 and 10,400. For the test case Re = 300, results are from numerical simulation, while experiments have been conducted for Re = 10,400 in a wind tunnel facility. For brevity, the test cases will be referred to by their Reynolds number. Numerical Methodology Simulations were carried out using the open-source code package of Field Operation and Manipulation (OpenFoam) on a parallel platform with 64 processors. The computational domain consists of a structured O-type mesh around the cylinder and an H-type in the remainder of the domain which has been refined following the procedure of McClure et al. (2015). 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Abstract

Near-wake characteristics of a low aspect ratio (h/d = 4) cantilevered circular cylinder protruding a thin laminar boundary layer have been investigated both experimentally (Re = 10,400) and numerically (Re = 300). Despite the substantial differences in the investigated Re, the unsteady wake topology exhibits similar instability mechanisms: (i) a Kármán-like vortex shedding instability, and (ii) a lowfrequency instability which manifests as a coupling between the flow over the free end and the base flow near the cylinder-wall junction. Attention is drawn to the lowfrequency instability, which comprises a significant portion of the kinetic energy content in the wake, and has not been reported in previous experimental or numerical investigations. It appears to be characteristic of intermediate aspect ratio cantilevered circular geometries. INTRODUCTION The flow across cantilevered bluff bodies is ubiquitous in the natural environment and in industrial applications, e.g.: wind loadings on trees, buildings, cross-flow heat exchangers and chimney stacks. Hence, it is not surprising that such geometries have been the subject of a multitude of experimental and numerical studies over the last century (e.g., Fox & Apelt (1993), Rodi (1997), Okamoto & Yagita (1973), Martinuzzi & Havel (2004), Rostamy et al. (2012)). Previous experimental studies on cantilevered bluff bodies have shown that the flow development and related structural loading characteristics strongly depend on the oncoming boundary layer characteristics, the body aspect ratio and the Reynolds number Re of the flow based on the characteristic length scale of the body (e.g., Okamoto & Yagita (1973) and others). It is widely accepted that above a critical aspect ratio, the oscillatory dynamics due to a vortex shedding instability dominate the wake development. For Reynolds numbers relevant to turbulent vortex shedding conditions, the dominant vortical structures exhibit significant temporal modulations in their strength (amplitude) which are linked to a low-frequency drift in the base flow (Bourgeois et al., 2013). The base flow modulation is resolvable with Proper Orthogonal Decomposition (POD) analysis and is consistent with mean-field theory (Stuart, 1958): an energetic exchange exists between the modes associated with vortex shedding and the low-frequency shift mode (Noack et al., 2003). At low Re, this energetic exchange occurs at the onset of the vortex shedding instability (Noack et al., 2003), until the system reaches a dynamically stable state with a constant shedding amplitude. For higher Re turbulent flows, Bourgeois et al. (2013) showed that the vortex shedding is continuously perturbed from its limitcycle oscillation and this process is modelled well with mean-field theory. Presently, it remains unclear if a lowfrequency shift mode persists for all turbulent bluff body wakes exhibiting quasi-periodic vortex shedding. The focus of the present study is to investigate laminar and turbulent vortex shedding from a cantilevered circular cylinder of aspect ratio 4. The goal is to identify the dominant energetic structures in the wake, and provide insight into low frequency phenomena occurring under both laminar and turbulent shedding conditions. METHODOLOGY The flow development over a low aspect ratio (h/d = 4) cantilevered circular cylinder is investigated for Re = 300 and 10,400. For the test case Re = 300, results are from numerical simulation, while experiments have been conducted for Re = 10,400 in a wind tunnel facility. For brevity, the test cases will be referred to by their Reynolds number. Numerical Methodology Simulations were carried out using the open-source code package of Field Operation and Manipulation (OpenFoam) on a parallel platform with 64 processors. The computational domain consists of a structured O-type mesh around the cylinder and an H-type in the remainder of the domain which has been refined following the procedure of McClure et al. (2015). A Dirichlet boundary condition us-
悬臂圆柱长径比为4时的低频尾迹动力学
本文对低展弦比(h/d = 4)悬臂圆柱突出薄层流边界层的近尾迹特性进行了实验研究(Re = 10,400)和数值计算(Re = 300)。尽管所研究的Re存在很大差异,但非定常尾迹拓扑表现出相似的不稳定机制:(i) Kármán-like旋涡脱落不稳定;(ii)低频不稳定,表现为自由端流动与柱壁交界处附近基流之间的耦合。低频不稳定性引起了人们的注意,它包含了尾流动能含量的重要部分,并且在以前的实验或数值研究中没有报道过。它似乎具有中间宽高比悬臂圆形几何形状的特征。在自然环境和工业应用中,例如:树木、建筑物、横流热交换器和烟囱上的风荷载,悬臂钝体之间的流动无处不在。因此,在上个世纪,这种几何形状成为众多实验和数值研究的主题(例如,Fox & Apelt (1993), Rodi (1997), Okamoto & Yagita (1973), Martinuzzi & Havel (2004), Rostamy等人(2012)),这并不奇怪。以往对悬臂式陡体的实验研究表明,流动发展和相关结构载荷特性强烈依赖于迎面层特性、体展弦比和基于体特征长度尺度的流动雷诺数Re(如Okamoto & Yagita(1973)等)。人们普遍认为,在一个临界展弦比以上,由涡脱落不稳定性引起的振荡动力学主导了尾流的发展。对于与湍流旋涡脱落条件相关的雷诺数,主要的旋涡结构在强度(振幅)上表现出显著的时间调制,这与基流中的低频漂移有关(Bourgeois et al., 2013)。基流调制可以通过适当的正交分解(POD)分析进行解析,并且与平均场理论(Stuart, 1958)相一致:与旋涡脱落相关的模式与低频移位模式之间存在能量交换(Noack et al., 2003)。在低Re时,这种能量交换发生在旋涡脱落不稳定的开始(Noack et al., 2003),直到系统达到恒定脱落幅度的动态稳定状态。对于更高Re的湍流,Bourgeois et al.(2013)表明,涡脱落受到其极限环振荡的持续扰动,该过程可以用平均场理论很好地模拟。目前尚不清楚是否所有表现准周期性涡脱落的湍流钝体尾迹都存在低频移模。本研究的重点是研究长径比为4的悬臂圆柱体的层流和湍流涡脱落。目标是确定尾迹中的主要能量结构,并提供在层流和湍流脱落条件下发生的低频现象的见解。方法研究了Re = 300和10,400时低展弦比(h/d = 4)悬臂圆柱上的流动发展。试验用例Re = 300为数值模拟结果,试验用例Re = 10400为风洞试验。为简洁起见,测试用例将通过它们的雷诺数来引用。在64处理器并行平台上,利用开放源代码包(OpenFoam)进行了数值模拟。计算域由圆柱体周围的结构化o型网格和其余区域的h型网格组成,h型网格按照McClure et al.(2015)的方法进行了细化。狄利克雷边界条件是
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