期刊文献+

淹没植被明渠边界切应力试验研究 被引量:3

Experimental Study on Boundary Shear Stress of Open Channel with Submerged Vegetation
下载PDF
导出
摘要 生态河道中的植物在净化水质的同时增大了河道阻力,是抬高河道水位、影响河道行洪安全的原因之一。采用塑料草模拟植被,建立横断面为梯形的明渠水槽,研究植被淹没情况下明渠水深、流速以及植物间距对明渠切应力的影响。通过对研究水体的受力分析,推导出床面平均切应力计算公式;根据试验结果,计算得出不同条件下的边界平均切应力,分析不同水流条件、不同植物密度情况下明渠边界切应力的变化规律。结果表明:水流流速以及植物布置间距对明渠边界切应力影响较大,水深对边界切应力影响相对较小。 The plants in the river not only purify the water quality,but also increase the resistance of the river and raise the water level.Therefore,the resistance of river with plants is one of the current research hot spots.Plastic grass was used to simulate vegetation,and an open channel with trapezoid cross section was built to study the influence of water depth,velocity and plant spacing to the resistance of open channel with submerged vegetation in this paper.Through the force analysis of the research water body,the calculation formula of the average shear stress of the bed surface was derived.According to the test results,the average shear stress of the boundary under different conditions was calculated and the change rule of the shear stress of the open channel under different flow conditions and different plant densities was an⁃alyzed.The results show that the flow velocity and plant spacing have a great influence to the boundary shear stress,while the water depth has a relatively smaller influence to the boundary shear stress.
作者 姬昌辉 谢瑞 张幸农 申霞 JI Changhui;XIE Rui;ZHANG Xingnong;SHEN Xia(State Key Laboratory of Hydrology,Water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute,Nanjing 210024,China;Key Laboratory of Port,Waterway&Sedimentation Engineering of Ministry of Communications,Nanjing 210024,China)
出处 《人民黄河》 CAS 北大核心 2021年第5期71-73,79,共4页 Yellow River
基金 南京水利科学研究院重点基金资助项目(Y2019006)。
关键词 明渠 淹没植被 切应力 流速 open channel submerged vegetation shear stress velocity
  • 相关文献

参考文献4

二级参考文献35

  • 1吴阿娜,车越,杨凯,赵军.城市内河综合整治效益的后评估方法及实证[J].水利学报,2005,36(9):1088-1093. 被引量:23
  • 2Yen B C. Open channel flow resistance[J]. Journal of Hydraulic Engineering,2002, 128:20- 39.
  • 3Murphy E, Ghisalberti M, Nepf H, Model and laboratory study of dispersion in flows with submerged vegetation [Jl. Water Resources Research, 2007,43, doi : 10.1029/2006WR005229.
  • 4Ree W O, Palmer V J. Flow of water in channels protected by vegetative lining[ J]. Technical Bulletin,Washington D. C: USDA - ARS, 1949,967 : 1 - 115.
  • 5Petryk S, Bosmajian G. Analysis of flow through vegetation[ J]. Journal of the Hydraulics Division, 1975,101 (HY7) :871 - 884.
  • 6James C S, Birkhead A L, Jordanova A A, et al. Flow resistance of emergent vegetation [ J]. Journal of Hydraulic Research,2004,42 (4) :390 - 398.
  • 7Stone B M, Shen H T. Hydraulic resistance of flow in channels with cylindrical roughness[Jl. Journal of Hydraulic Engineering, 2002,128:500 - 506.
  • 8Hygelund B, Manga M. Field measurements for model large woody debris[J] . Geomorphology,2003,51:175 - 185.
  • 9Jarvela J. Flow resistance of flexible and stiff vegetation: a flume study with natural plants [ J]. Journal of Hydrology, 2002,269 : 44 - 54.
  • 10Stephan U,Gutkneeht D. Hydraulic resistance of submerged flexible vegetation[J]. Journal of Hydrology,2002,269:27 - 43.

共引文献86

同被引文献34

引证文献3

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部