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珠江河口底边界层Taylor假设检验

Testing Taylor′s hypothesis on the bottom boundary layer in the Pearl River
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摘要 通过三台ADV对珠江河口伶仃洋底边界层的Taylor假设进行了检验。实验结果表明:1)当平均流速大于0.1 m/s时,相距8 cm的两台ADV之间的空间相关系数和时间相关系数基本满足相等关系,表明Taylor假设在河口底边界层具有一定的合理性;2)空间相关系数的变化反映了湍涡最大相关尺度的变化。对于距底20 cm的底边界层湍涡,其最大相关尺度的临界值约为12 cm。超出该范围后,湍涡将不再具有相关性。 Taylor′s hypothesis for bottom boundary layer of Lingdingyang estuary in the Pearl River is verified by three ADV.The result shows that:(1) Spatial correlation coefficient and temporal correlation coefficient for two ADV which is apart 8 cm are almost equal,when the average current speed is lager than 0.1 m/s.It means that Taylor′s hypothesis is reasonable at bottom boundary layer of estuary;(2) Variation of spatial correlation coefficient reflects the largest eddy correlative scale.The critical value of the largest correlative scale is about 12 cm for the eddy,which is 20 cm above bottom.Beyond this range,the eddy will no longer be relevant.
出处 《海洋工程》 CSCD 北大核心 2010年第4期132-137,共6页 The Ocean Engineering
基金 中国博士后科学基金资助项目(20090460799) 国家自然科学基金资助项目(41006050 40676056)
关键词 底边界层 湍流 Taylor假设 ADV 珠江河口 bottom boundary layer turbulence Taylor′s hypothesis ADV the Pearl River
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  • 1夏振炎,姜楠,王振东,舒玮.壁湍流边界层奇异标度律的实验研究[J].实验力学,2005,20(4):532-538. 被引量:7
  • 2肖仪清,孙建超,李秋胜.台风湍流积分尺度与脉动风速谱——基于实测数据的分析[J].自然灾害学报,2006,15(5):45-53. 被引量:45
  • 3刘志宇,魏皓.黄海潮流底边界层内湍动能耗散率与底应力的估计[J].自然科学进展,2007,17(3):362-369. 被引量:18
  • 4Peter Nielsen. Coastal Bottom Boundary Layers and Sediment Transport[ M]. World Scientific Publishing Co. Pte. Ltd, 1992.
  • 5Domn P K, Bertuccioli L, Katz J, et al. Turbulence characteristic and dissipation estimates in the coastal ocean bottom boundary layer from PIV data[J]. J Phys Oceanogr, 2001, 31(8):2108- 2134.
  • 6D A Cacchione, et al. Measurements in the bottom boundary subaqueous delta layer on the Amazon[J]. Marine Geology, 1995, (125) :235 - 257.
  • 7Richardson L F. Weather Prediction by Numerical Process[M]. Uambridge University Press, 1922.
  • 8Kantha L H, C Clayson. Small scale processes in geophysical fluid flows[ M]. San Diego: Academic press, 2000.
  • 9Fransson J H M, Matsubara M, Alfredsson P H. Transition induced by free-stream turbulence[ J]. Journal of Fluid Mechanics, 2005, 527:1 - 25.
  • 10Koch C, Chanson H. An experimental study of tidal bores and positive surges: hydrodynamics and turbulence of the bore front[ R]. Report No. CH56/05. Dept. of Civil Engineering, The University of Queensland, Brisbane, Australia, 2005.

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