2025年04月12日 星期六

长江科学院院报 ›› 2011, Vol. 28 ›› Issue (9): 1-5.

• 江湖泥沙与治理 •    下一篇

渐变河道水流结构及局部水头损失特性研究

闫旭峰 1 ， 易子靖 1 ， 刘同宦 2 ， 刘兴年 1 ， 王协康 1   

  1.  1 ．四川大学 水力学与山区河流开发保护国家重点实验室，成都 610065 ； 2. 长江科学院 河流研究所，武汉 430010
  • 出版日期:2011-09-01 发布日期:2011-09-01

Flow Structure and Characteristics of Local Head Loss in Transition Channel

YAN Xu-feng 1 , YI Zi-jing 1 , LIU Tong-huan 2 , LIU Xing-nian 1 , WANG Xie-kang 1   

  1. 1.State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University,  Chengdu 610065, China； 2.Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Published:2011-09-01 Online:2011-09-01

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摘要： 河宽渐变是天然河道的普遍形态特征。运用声学多普勒流速仪（ADV）测量了渐变河道模型的水流结构。试验结果表明：渐变河道形态对水流结构影响明显，在渐缩段和渐扩段产生二次环流，前者影响效应大于后者，且方向相反。基于 SMS 水动力学模型对渐变河道水流特性进行了二维数值模拟，与实测值吻合较好，并计算分析了局部水头损失系数沿程的变化规律。

关键词: 渐变河道 ,  , 水流结构 ,  ,  , SMS ,  , 局部水头损失系数

Abstract: The gradual change of transition channel width is a common form of natural rivers. The flow structure of transition channel was measured in the physical model by Acoustic Doppler Velocimeter (ADV). It is manifested that the flow was influenced remarkably by the streamwise velocity. Secondary circulation was induced in the gradually shrinked section and in the gradually expanded section, with the circulation effect in the former greater than the latter in an opposite direction. According to the 2-D flow simulation by SMS hydrodynamic model, the coefficient of local head loss was proved to be consistent with the measured value, and the coefficient values at flow separation zone were times larger than that in other regions.

Key words: transition channel  , flow structure  , SMS ,  , coefficient of local head loss

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