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

• 江湖泥沙与治理 • 上一篇    下一篇

天然微弯河道雷诺应力分析

 徐海涛, 卢金友, 姚仕明, 刘小斌   

  1. 长江科学院 河流研究所,武汉 430010
  • 出版日期:2005-02-01 发布日期:2012-03-05

 Analysis of Reynolds Stress in Natural Rivers with Slight Curve

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

  • Online:2005-02-01 Published:2012-03-05

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. 