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Analytical model for lateral depth-averaged velocity distributions in curved channels

机译:弯曲通道横向深度平均速度分布的分析模型

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摘要

The distribution of depth-averaged velocity is crucial to many engineering problems. This paper presents an analytical solution for the lateral depth-averaged velocity distribution in a 120° curved channel with asymmetric trapezoidal cross-sections in which the curved flow is not fully developed. The proposed analytical model was derived from the streamwise depth-integrated Reynolds-averaged Navier-Stokes equation, which considers the bed stress, Reynolds stress, secondary flow and local flow acceleration. In addition, practical boundary conditions are proposed to consider the trapezoidal cross-sections with linearly varying side beds and the flow separation at the inner bank near the bend entrance. The analytical solutions using the proposed model were found to be in good agreement with measured data. The main contributions of this study are the development of a conventional analytical model for sophisticated circumstances and the proposal of practical boundary conditions that consider flow separation.
机译:深度平均速度的分布对于许多工程问题至关重要。本文介绍了120°弯曲通道中的横向深度平均速度分布的分析解决方案,其具有不对称梯形横截面,其中弯曲流不完全开发。所提出的分析模型源自流动深度集成的雷诺平均天维 - 斯托克斯方程,其认为床应力,雷诺应力,二次流动和局部流动加速。另外,提出了实际边界条件以考虑具有线性变化的侧床的梯形横截面和在弯曲入口附近的内部存储器处的流分离。发现使用所提出的模型的分析解决方案与测量数据吻合良好。本研究的主要贡献是开发常规分析模型的复杂情况和考虑流动分离的实际边界条件的提议。

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  • 来源
    《Oceanographic Literature Review》 |2021年第6期|1402-1402|共1页
  • 作者

    H. Tian; Y. Huang; M. Yu;

  • 作者单位

    State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan China;

    State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan China;

    State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan China;

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  • 原文格式 PDF
  • 正文语种 eng
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