首页> 外文期刊>Journal of Hydraulic Engineering >Discussion of 'Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow' by Xingwei Chen and Yee-Meng Chiew
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Discussion of 'Response of Velocity and Turbulence to Sudden Change of Bed Roughness in Open-Channel Flow' by Xingwei Chen and Yee-Meng Chiew

机译:陈兴伟,邱宜萌讨论“速度和湍流对明渠河床糙率突然变化的响应”

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摘要

The authors have experimentally studied the variation of velocity profiles, development of the boundary layer, and the variation of bed shear stress in an abrupt change of bed roughness from a 1 mm sand bed to a 11.2 mm artificially roughened bed with marble. Velocity profiles in different sections as well as turbulence characteristics were measured with both a micro acoustic Doppler velocimeter (ADV) and a laser Doppler velocimeter (LDV), and bed shear stress was determined from velocity profiles as well as Reynolds stress measurements. After analysis of data, the authors concluded that in contrast with Nezu and Tomi-naga (1994), who reported an overshooting in stress as flow enters the rougher bed, the variation of shear stress was found to be gradual in their analysis. They also concluded that the response of the equivalent roughness height to the sudden change occurs gradually over a transitional length.
机译:作者通过实验研究了速度剖面的变化,边界层的发展以及床的粗糙度从1 mm沙床到带有大理石的11.2 mm人工粗糙床的急剧变化时床剪切应力的变化。使用微型多普勒测速仪(ADV)和激光多普勒测速仪(LDV)来测量不同截面的速度分布和湍流特性,并根据速度分布和雷诺应力测量来确定床切应力。经过数据分析后,作者得出结论,与Nezu和Tomi-naga(1994)相比,后者报道了当流体进入粗糙床层时应力超调,在他们的分析中发现剪切应力的变化是渐进的。他们还得出结论,等效粗糙度高度对突然变化的响应在过渡长度上逐渐发生。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2004年第6期|p.586-587|共2页
  • 作者

    A. R. Zarrati; Y. C. Jin;

  • 作者单位

    Dept. of Civil Engineering, Amir Kabir Univ. of Technology, No. 424, Hafez Ave., Tehran, 15914, Iran;

  • 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 水利工程;建筑科学;
  • 关键词

  • 入库时间 2022-08-18 00:22:30

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