天然微弯河道雷诺应力分析

徐海涛, 卢金友, 姚仕明, 刘小斌

长江科学院院报 ›› 2005, Vol. 22 ›› Issue (1) : 13-15.

PDF(117 KB)
PDF(117 KB)
长江科学院院报 ›› 2005, Vol. 22 ›› Issue (1) : 13-15.
江湖泥沙与治理

天然微弯河道雷诺应力分析

  •  徐海涛, 卢金友, 姚仕明, 刘小斌
作者信息 +

 Analysis of Reynolds Stress in Natural Rivers with Slight Curve

  •  XU  Hai-Tao, LU  Jin-You, YAO  Shi-Ming, LIU  Xiao-Bin
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摘要

采用多谱勒三相流速仪,在长江干流黄陵庙水文观测断面进行脉动流速观测,获得了不同流量级、不同垂线的脉动流速资料。在普朗特掺长假定的基础上对掺长与水深的函数关系进行分析研究,目的是寻求雷诺应力计算的可行途径,并为天然河流雷诺方程的封闭探求方法。提出了计算掺长的拟合多项式,基于提出的拟合多项式对雷诺应力进行计算,计算值与实测资料吻合良好。

Abstract

Field experiments on fluctuation velocities were carried out at the section Huanglingmiao of stem stream of Yangtze River with an Acoustic Doppler Current Profile (ADCP). And a number of data such as velocities of different discharges and different vertical lines were obtained. On the basis of Prandtls mixing length, the function relationship between mixing length and water depth was researched, which searched a feasible way on calculation of Reynolds stress and studied the closed Reynolds equations in the natural river. The paper also puts forward the quasi*.polynomial about calculation of mixing length on which the calculation of Reynolds stress is based. Finally, the calculated values are in good agreement with the field data. 

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徐海涛, 卢金友, 姚仕明, 刘小斌. 天然微弯河道雷诺应力分析[J]. 长江科学院院报. 2005, 22(1): 13-15
XU Hai-Tao, LU Jin-You, YAO Shi-Ming, LIU Xiao-Bin.  Analysis of Reynolds Stress in Natural Rivers with Slight Curve[J]. Journal of Changjiang River Scientific Research Institute. 2005, 22(1): 13-15

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