海洋隔水管涡激振动:验证湍流模型

Chang, A. Vakis, Arthur Veldman, Eize
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This value of the Reynolds number (Re) has often been investigated in previous studies concerning flows past fixed cylinders as a typical case of the early turbulent regime. Despite the DNS method being very accurate, the computational cost increases with the increasing Re while 2D simulations may become inadequate. For 3D simulations, however, a tenfold increase in Re corresponds to 1000 times more computational cost. This makes it virtually impossible to solve engineering application problems with DNS. In order to efficiently simulate VIV in turbulent flows, turbulence modeling constitutes one of the most important aspects of CFD modeling. \n  \nBy investigating the Re 3900 case with both DNS and LES, we can ensure the validity of our turbulence model when comparing our results with literature. With a suitably selected turbulence model, our numerical solution is able to capture most of the real physics of the phenomena, including the Kármán vortex street effects on the lift and drag coefficients. A series of experimental measurements used to validate the simulations are also reported. At Re 3900, the drag coefficient conducted by experiments is 1.01, which is in the range of other researches done before, of around 0.94 - 1.04 [3]. The predicted drag coefficients and Strouhal numbers agree with the experimental data and the values reported in the literature [4]. \n  \n[1] Liu, Guijie, et al. \"A mini review of recent progress on vortex-induced vibrations of marine risers.\" Ocean Engineering 195 (2020): 106704. \n[2] Qiu, Wei, et al. \"Numerical benchmark studies on drag and lift coefficients of a marine riser at high Reynolds numbers.\" Applied Ocean Research 69 (2017): 245-251. \n[3] Wornom, Stephen, et al. \"Variational multiscale large-eddy simulations of the flow past a circular cylinder: Reynolds number effects.\" Computers & Fluids 47.1 (2011): 44-50. \n[4] Violette, R., Emmanuel De Langre, and J. 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引用次数: 0

摘要

海洋立管,如圆柱形截面的电缆,在其使用寿命期间不断遇到洋流,产生涡激振动(VIV),这种振动可以在高频率下持续很长时间,并对结构部件产生累积的严重损坏。累积的损伤最终导致结构的破坏。海洋立管的雷诺数(Re)可以比直接数值模拟(DNS)方法求解的流动雷诺数(Re)高得多。因此,湍流模型是预测高Re条件下的涡扇[1]所必需的,而高Re条件下的涡扇与海洋[2]较为接近。本文利用DNS和大涡模拟(LES)研究了雷诺数为3900的固定圆柱绕流的响应。这个雷诺数(Re)的值在过去的研究中经常被作为早期湍流状态的典型案例来研究。尽管DNS方法非常精确,但计算成本随着Re的增加而增加,而二维模拟可能会变得不充分。然而,对于3D模拟,10倍的Re增加对应于1000倍的计算成本。这使得用DNS解决工程应用程序问题几乎是不可能的。为了有效地模拟湍流中的涡激振动,湍流建模是CFD建模的一个重要方面。通过使用DNS和LES对Re 3900进行研究,我们可以确保湍流模型的有效性,并将结果与文献进行比较。通过选择合适的湍流模型,我们的数值解能够捕捉到大多数真实的物理现象,包括Kármán涡街对升力和阻力系数的影响。本文还报道了一系列用于验证模拟的实验测量。在Re 3900时,实验得到的阻力系数为1.01,在之前的研究范围内,约为0.94 - 1.04[3]。预测阻力系数和Strouhal数与实验数据和文献报道值一致[4]。[1]刘贵杰,等。“对海洋隔水管涡激振动的最新研究进展进行了综述。”海洋工程学报(2020):1066 - 1074。[2]邱伟,等。高雷诺数下海洋立管阻力和升力系数的数值基准研究海洋科学进展,36(4):457 - 457。[3]王志强,李志强,等。圆柱流动的变分多尺度大涡模拟:雷诺数效应。计算机与流体47.1(2011):44-50。[4]李建军,李建军,李建军。用尾流振荡模型计算长结构涡激振动:与DNS和实验的比较计算机与结构(2007):1134-1141。
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Vortex induced vibrations of marine risers: validating turbulence models
Marine risers such as cables of cylindrical cross-section continuously encounter ocean currents during their service life, causing vortex-induced vibrations (VIV). Such oscillations can last a long period at high frequencies and produce significant damage that accumulates in structural components. The accumulated damage eventually leads to the failure of the structure.  The Reynolds number (Re) for marine risers in the ocean can be much higher than the Re of flows that can be solved with the direct numerical simulation (DNS) method. Therefore, turbulence models are necessary for predicting the VIVs [1] at high Re, which are close to the situations in the ocean [2]. In this study, the response of flow around a fixed circular cylinder at Reynolds number 3900 is investigated with DNS and large eddy simulation (LES). This value of the Reynolds number (Re) has often been investigated in previous studies concerning flows past fixed cylinders as a typical case of the early turbulent regime. Despite the DNS method being very accurate, the computational cost increases with the increasing Re while 2D simulations may become inadequate. For 3D simulations, however, a tenfold increase in Re corresponds to 1000 times more computational cost. This makes it virtually impossible to solve engineering application problems with DNS. In order to efficiently simulate VIV in turbulent flows, turbulence modeling constitutes one of the most important aspects of CFD modeling.   By investigating the Re 3900 case with both DNS and LES, we can ensure the validity of our turbulence model when comparing our results with literature. With a suitably selected turbulence model, our numerical solution is able to capture most of the real physics of the phenomena, including the Kármán vortex street effects on the lift and drag coefficients. A series of experimental measurements used to validate the simulations are also reported. At Re 3900, the drag coefficient conducted by experiments is 1.01, which is in the range of other researches done before, of around 0.94 - 1.04 [3]. The predicted drag coefficients and Strouhal numbers agree with the experimental data and the values reported in the literature [4].   [1] Liu, Guijie, et al. "A mini review of recent progress on vortex-induced vibrations of marine risers." Ocean Engineering 195 (2020): 106704. [2] Qiu, Wei, et al. "Numerical benchmark studies on drag and lift coefficients of a marine riser at high Reynolds numbers." Applied Ocean Research 69 (2017): 245-251. [3] Wornom, Stephen, et al. "Variational multiscale large-eddy simulations of the flow past a circular cylinder: Reynolds number effects." Computers & Fluids 47.1 (2011): 44-50. [4] Violette, R., Emmanuel De Langre, and J. Szydlowski. "Computation of vortex-induced vibrations of long structures using a wake oscillator model: comparison with DNS and experiments." Computers & structures 85.11-14 (2007): 1134-1141.
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