院报 ›› 2017, Vol. 34 ›› Issue (5): 40-43.DOI: 10.11988/ckyyb.20160150

• 水力学 • 上一篇    下一篇

宽窄相间河道上游流速特性分析

徐威震, 邓一平   

  1. 重庆市水利电力建筑勘测设计研究院 规划所, 重庆 401120
  • 收稿日期:2016-02-26 修回日期:2016-03-22 出版日期:2017-05-01 发布日期:2017-05-17
  • 作者简介:徐威震(1987-),男,河南安阳人,工程师,硕士,主要从事水文规划方面的研究,(电话)15215003132(电子信箱)290961938@qq.com。

Characteristics of Flow Rate in the Upstream of Wide and Narrow Alternated Channels

XU Wei-zhen, DENG Yi-ping   

  1. Department of Planning, Chongqing Design and Research Institute of Water and Power Architecture, Chongqing 401120,China
  • Received:2016-02-26 Revised:2016-03-22 Online:2017-05-01 Published:2017-05-17

摘要: 山区河道受地质和河床演变的影响,平面形态呈宽窄相间的形态特征。采用水槽模型试验,建立不同比例的宽窄相间河道模型,对上游断面进行流速测量,对比均匀流分析其流速变化规律,并反算其摩阻流速。结果表明:宽窄相间河道上游较远处流速分布基本符合对数流速分布规律,接近收缩段处不符合对数流速分布规律;宽窄相间河道横向流速分布符合指数分布规律,其横向流速分布参数与摩阻流速呈规律性变化,与宽窄比及距收缩段的距离有关。研究成果可为宽窄相间河道工程整治提供理论参考。

关键词: 宽窄相间河道上游, 宽窄比, 流速特性, 摩阻流速, 对数流速分布, 横向流速分布

Abstract: Affected by geology and fluvial process, rivers in mountain area are featured with alternated wide and narrow channels. In this research, river model with wide and narrow alternated channels with varying width ratio was established through flume model test. The flow velocity in the upstream section was measured, and the rule of velocity variation was analyzed in comparison with uniform flow, hence obtaining the frictional velocity. Results reveal that velocity distribution in the upstream far from the wide and narrow alternated channel is in line with logarithmic distribution in general, but does not follow logarithmic distribution near the contraction segment; whereas in the wide and narrow alternated channel, the transverse flow velocity distribution conforms with exponential distribution. Moreover, the coefficient of transverse velocity distribution and the frictional velocity change regularly, and are related with the ratio of width and the distance from contraction segment.

Key words: wide and narrow alternated channels, ratio of width, flow characteristics, frictional velocity, logarithmic distribution, transverse velocity distribution

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