王文娥, 廖伟, 漆力健. 宽窄相间河道水流紊动特性试验研究[J]. 水科学进展, 2020, 31(3): 394-403. DOI: 10.14042/j.cnki.32.1309.2020.03.009
引用本文: 王文娥, 廖伟, 漆力健. 宽窄相间河道水流紊动特性试验研究[J]. 水科学进展, 2020, 31(3): 394-403. DOI: 10.14042/j.cnki.32.1309.2020.03.009
WANG Wene, LIAO Wei, QI Lijian. Experiment of turbulent characteristics of flow in wide-and-narrow channels[J]. Advances in Water Science, 2020, 31(3): 394-403. DOI: 10.14042/j.cnki.32.1309.2020.03.009
Citation: WANG Wene, LIAO Wei, QI Lijian. Experiment of turbulent characteristics of flow in wide-and-narrow channels[J]. Advances in Water Science, 2020, 31(3): 394-403. DOI: 10.14042/j.cnki.32.1309.2020.03.009

宽窄相间河道水流紊动特性试验研究

Experiment of turbulent characteristics of flow in wide-and-narrow channels

  • 摘要: 为了探索宽窄相间河道的水流紊动特性,以西南地区宝兴河上游宽窄相间河段为研究对象,基于室内概化模型试验,采用多普勒声学流速仪(ADV)测量了室内模型典型断面上的三维瞬时流速,分析典型断面上的纵向时均流速、紊动强度、雷诺切应力和紊动能的分布规律。试验结果显示:宽窄相间水槽中,扩散段边壁的紊动强度大于中心区域的紊动强度,最大值位于0.2倍水深处;扩散段两侧坡脚处紊动能最大;侧壁区的平面和立面雷诺切应力最大值出现在扩散段内,中心区域最大雷诺切应力位于两槽间的中间断面处;扩散段内水流紊乱,两侧出现旋涡和涡脱,易造成侧壁侵蚀加强,引起河道拓宽。深入分析了宽窄相间河道水流的紊动特性,可为山区河流治理和自然灾害防治提供参考。

     

    Abstract: Based on the indoor generalized model, this paper considered the wide-and-narrow reach of Baoxing River as the research object; measured the three-dimensional instantaneous velocity based on the typical section of the indoor model using the acoustic Doppler velocimeter; and analyzed the distribution of longitudinal velocity, turbulent intensity, Reynolds shear stress, and turbulent kinetic energy based on the typical section to explore the flow turbulence characteristics of the river. The experimental results revealed that in the wide-and-narrow flume, the turbulence intensity on the side walls of the diffusion section was higher than that in the central region, and the maximum value was observed at 0.2 times the water depth; the maximum turbulent kinetic energy was generated at the foot of the slope on both sides of the diffusion section; the maximum values of the plane Reynolds shear stress and the vertical Reynolds shear stress on both sides of the wall appeared in the diffusion section, while the maximum Reynolds shear stress value of the central area was observed at the middle segment between the two grooves; and the vortexes generated on both sides of the diffusion section strengthened the lateral wall erosion and widened the channel. This study analyzed the turbulent characteristics of wide-and-narrow channels, and the analysis was beneficial for the mountainous river management and the prevention of natural disasters.

     

/

返回文章
返回