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Experimental study of turbulent oscillatory boundary layers in an oscillating water tunnel

机译:振荡水洞中湍流振荡边界层的实验研究

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摘要

A high-quality experimental study including a large number of tests which correspond to full-scale coastal boundary layer flows is conducted using an oscillating water tunnel for flow generations and a Particle Image Velocimetry system for velocity measurements. Tests are performed for sinusoidal, Stokes and forward-leaning waves over three fixed bottom roughness configurations, i.e. smooth, "sandpaper" and ceramic-marble bottoms. The experimental results suggest that the logarithmic profile can accurately represent the boundary layer flows in the very near-bottom region, so the log-profile fitting analysis can give highly accurate determinations of the theoretical bottom location and the bottom roughness. The first-harmonic velocities of both sinusoidal and nonlinear waves, as well as the second-harmonic velocities of nonlinear waves, exhibit similar patterns of vertical variation. Two dimensionless characteristic boundary layer thicknesses, the elevation of 1 % velocity deficit and the elevation of maximum amplitude, are found to have power-law dependencies on the relative roughness for rough bottom tests. A weak boundary layer streaming embedded in nonlinear waves and a small but meaningful third-harmonic velocity embedded in sinusoidal waves are observed. They can be only explained by the effect of a time-varying turbulent eddy viscosity. The measured period-averaged vertical velocities suggest the presence of Prandtl's secondary flows of the second kind in the test channel. Among the three methods to infer bottom shear stress from velocity measurements, the Reynolds stress method underestimates shear stress due to missed turbulent eddies, and the momentum integral method also significantly underestimates bottom shear stress for rough bottom tests due to secondary flows, so only the log-profile fitting method is considered to yield the correct estimate. The obtained bottom shear stresses are analyzed to give the maximum and the first three harmonics, and the results are used to validate some existing theoretical models.
机译:使用用于产生水流的振荡水隧道和用于速度测量的粒子图像测速系统,进行了包括大量测试的高质量实验研究,这些实验对应于全面的沿海边界层流动。在三个固定的底部粗糙度配置(即光滑的“砂纸”和陶瓷大理石的底部)上对正弦波,斯托克斯波和前倾波进行了测试。实验结果表明,对数轮廓可以准确地表示非常接近底部区域的边界层流动,因此对数轮廓拟合分析可以对理论底部位置和底部粗糙度进行高度准确的确定。正弦波和非线性波的第一谐波速度以及非线性波的第二谐波速度都表现出相似的垂直变化模式。发现了两个无量纲的特征边界层厚度,即1%的速度赤字的升高和最大振幅的升高,在粗糙底部测试中具有相对于相对粗糙度的幂律依赖性。观察到嵌入在非线性波中的弱边界层流和嵌入在正弦波中的小而有意义的三次谐波速度。它们只能由随时间变化的湍流涡流粘度的影响来解释。测得的周期平均垂直速度表明测试通道中存在第二种Prandtl二次流。在通过速度测量推算底部切应力的三种方法中,雷诺应力法低估了由于涡流缺失而引起的切应力,而动量积分法也显着低估了二次流动引起的粗糙底部测试的底部切应力,因此仅轮廓拟合方法被认为可以产生正确的估计值。分析所获得的底部剪切应力,以给出最大和前三个谐波,并将结果用于验证一些现有的理论模型。

著录项

  • 来源
    《Coastal engineering》 |2014年第7期|63-84|共22页
  • 作者

    Jing Yuan; Ole.S. Madsen;

  • 作者单位

    Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Dr. 2, Block El A 07-03, Singapore 11 7576, Singapore;

    R.M. Parsons Laboratory, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, 15 VassarSt, Room 48-317, Cambridge, MA 02139, USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Turbulent oscillatory boundary layer; Oscillatory water tunnel; Bottom shear stress; Laboratory experiment;

    机译:湍流振荡边界层;振荡水隧道;底部剪应力;实验室实验;

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