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Contrasts between estuarine and river systems in near-bed turbulent flows in the Zhujiang (Pearl River) Estuary, China

机译:中国珠江口近床湍流河口与河系的对比

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摘要

A bottom-mounted instrumental tripod was deployed in the tidally energetic Zhujiang (Pearl River) Estuary to examine the contrasting properties of the bottom boundary layer (BBL) flows between estuarine and tide-affected river systems. Three aspects of the BBL flows were investigated to understand the mechanism of the turbulence responses to the large-scale ambient forcing: the flow structures (profile, anisotropy, and spectra), shearing strains and stresses, and the balance of turbulent kinetic energy (TKE). Single log-law profiles and turbulence anisotropy predominated in the two systems, but the non-log regime and stronger anisotropy occurred more frequently at the slack tide in the estuary. The ADV-based turbulence intensities and shearing strains both exceeded their low-frequency counterparts (frictional velocities and mean shears) derived from the logarithmic law. On the contrary, the ADV-based Reynolds stresses were smaller than the log profile-derived bottom stresses, so the hypothesis of a constant stress layer cannot be well satisfied, especially in the river. The bandwidth of the inertial subrange in the river was of one decade larger than in the estuary. The balance between shear production and viscous dissipation was better achieved in the straight river. This first-order balance was significantly broken in the estuary and in the meandering river, by non-shear production/dissipation due to wave-induced fluctuations or salinity/sediment stratification. All these disparities between two systems in turbulence properties are essentially controlled by the anisotropy induced by the large-scale processes such as secondary currents, density stratification. In conclusion, the acceleration of unsteady flows determines the profile structure of the BBL flow, and turbulence anisotropy results in the invalidation of the phenomenological relations such as the constant stress hypothesis and the first-order TKE balance.
机译:在潮汐活跃的珠江河口部署了一个底部安装的三脚架,以检查河口和受潮汐影响的河流系统之间的底部边界层(BBL)流动的对比特性。研究了BBL流动的三个方面,以了解湍流对大规模环境强迫的响应机理:流动结构(剖面,各向异性和光谱),剪切应变和应力以及湍动能平衡(TKE) )。在两个系统中,单一对数律剖面和湍流各向异性占主导地位,但非对数形式和较强的各向异性在河口的松弛潮中更频繁地发生。基于ADV的湍流强度和剪切应变均超过了从对数定律得出的低频对应值(摩擦速度和平均剪切)。相反,基于ADV的雷诺应力小于由对数剖面得出的底应力,因此不能很好地满足恒定应力层的假设,尤其是在河流中。河中惯性子范围的带宽比河口大十倍。在直河中,剪切力产生与粘性耗散之间的平衡更好。由于波浪引起的波动或盐度/沉积物分层,非剪切产生/消散,在河口和蜿蜒的河中这种一级平衡被大大破坏。两个系统之间在湍流特性方面的所有这些差异基本上由大规模过程(如二次电流,密度分层)引起的各向异性控制。总之,非恒定流的加速度决定了BBL流的剖面结构,湍流各向异性导致诸如恒应力假设和一阶TKE平衡等现象学关系失效。

著录项

  • 来源
    《Estuarine Coastal and Shelf Science》 |2009年第4期|591-601|共11页
  • 作者单位

    Research Center of Coastal Ocean Science and Technology, Sun Yat-sen University, Guangzhou 510275, Guangdong, China Department of Applied Mechanics and Engineering, Sun Yat-sen University, Guangzhou 510275, Guangdong, China;

    Research Center of Coastal Ocean Science and Technology, Sun Yat-sen University, Guangzhou 510275, Guangdong, China;

    Research Center of Coastal Ocean Science and Technology, Sun Yat-sen University, Guangzhou 510275, Guangdong, China Department of Applied Mechanics and Engineering, Sun Yat-sen University, Guangzhou 510275, Guangdong, China;

    Research Center of Coastal Ocean Science and Technology, Sun Yat-sen University, Guangzhou 510275, Guangdong, China State Key Laboratory of Marine Geology, Tongji University, Shanghai 200092, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    bottom boundary layer; turbulence; mixing; estuarine dynamics; The Zhujiang (Pearl River) Estuary;

    机译:底部边界层;湍流混合;河口动力学;珠江口;

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