长江科学院院报 ›› 2018, Vol. 35 ›› Issue (2): 68-72.DOI: 10.11988/ckyyb.20161138

• 水力学 • 上一篇    下一篇

堆积体对河道横断面流速分布影响的试验研究

张 婧1,王 东2,施浩然1,刘晓庆1,杨 耀1   

  1. 1.西华大学 能源与动力工程学院,成都 610039;
    2.四川省交通运输厅 公路规划勘察设计研究院,成都 610041
  • 收稿日期:2016-10-31 出版日期:2018-02-01 发布日期:2018-03-01
  • 作者简介:张 婧(1986-),女,湖北武汉人,副教授,博士,主要从事水力学及河流动力学研究。E-mail:phyllis_zj@yeah.net
  • 基金资助:
    国家自然科学基金青年基金项目(51409224,51509213)
       作者简介

Experimental Study on Influence of Deposit on Cross-sectionalVelocity Distribution of Channel

ZHANG Jing1,WANG Dong2,SHI Hao-ran1, LIU Xiao-qing1, YANG Yao1   

  1. 1.School of Energy and Power Engineering,Xihua University,Chengdu 610039, China;
    2.Highway Planning, Survey, Design and Research Institute of Sichuan Provincial TransportDepartment,Chengdu 610041, China
  • Received:2016-10-31 Published:2018-02-01 Online:2018-03-01

摘要: 大型泥石流、滑坡等灾害引起的河道堆积体体型较大,会引起河道横断面流速分布的较大改变。为了研究堆积体对河道横断面流速分布的影响,拟通过10组缓坡和6组陡坡河道水槽试验,得出不同尺度堆积体在陡缓坡河道上引起的横断面流速不均匀性的沿程变化结果,并对动能修正系数α和流速横向分布的结果进行分析。结果表明:α的大小能够反映流速断面分布的均匀性,且堆积体的阻水率越大,流速分布的不均匀程度越高;对于缓坡河道,在堆积体河段的x/l=0.5处,流速分布的不均匀程度最大,下游需要较远的距离来消弥堆积体对流速横向分布的影响;对于陡坡河道,流速分布均匀程度的变化主要集中在堆积体河段,且α峰值明显低于缓坡,对上下游影响不大。

关键词: 河道, 堆积体, 动能修正系数, 流速分布, 水槽试验

Abstract: Deposits induced by huge landslide or debris flow are of big size, hence changing the cross-sectional velocity distribution of channel to a large extent. The aim of this research is to analyze the influence of deposit on the velocity distribution of channel. According to 16 groups of flume experiments (10 on flume bed with gentle slope and 6 on steep slope), the uneven cross-sectional velocity distributions along flow direction caused by different deposit size under gentle slope and steep slope conditions are obtained, and the correction factor of kinetic energy α and the cross-sectional velocity distribution are analyzed. Results show that α well represents the velocity uniformity of cross section. As blockage ratio of deposit increases, velocity distribution becomes more uneven. In particular, as for the channel with gentle slope, velocity distribution reaches the most uneven state at the postion when x/l=0.5; therefore more distance from the upstream of the channel is needed to eliminate deposit’s influence on velocity distribution; whereas for the channel with steep slope, the position with uneven change of velocity distribution is mainly located at the deposit reach, and the peak correction factor of kinetic energy is obviously lower than that of the channel with gentle slope, which has less impact on the upstream and downstream.

Key words: channel, deposit, correction factor of kinetic energy, velocity distribution, flume experiment

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