期刊文献+

双层刚性植被明渠水流特性实验研究 被引量:5

Characteristic study of open-channel flow through double layer rigid vegetation
原文传递
导出
摘要 基于粒子图像测速(PIV)技术对双层刚性植被水流进行了水槽实验,分析了植被在不同流量、水深以及不同植被排布方式下对水流的影响,研究了双层刚性植被水流的纵向流速、垂向流速和紊动强度等水力特性.实验结果表明:当水深和流量相同时,线性排列的植被对水流的抑制效应强于交错排列的植被;当植被排布方式相同,流量和水深在一定范围内增大时,植被对水流的抑制效应也随之增大;双层植被的存在,使水流的流动结构及紊动特性变得更为复杂,在植被层顶部附近物理量变化最为显著. Based on the laboratory flume experiments with particle image velocimetry(PIV),the profile of longitudinal velocity,vertical velocity and turbulence intensity of open-channel through double layer rigid vegetation were presented in the paper.The influence of water depth,flux and vegetation towel arrangement on flow was analyzed.The results suggest that,in the same water depth,the vegetation resistance of the staggered configurations is smaller than the linear configurations.Meanwhile,in same towel arrangements,the vegetation resistance increases when the water depth rises within limits.Owing to double layer vegetation effects,the flow structure and turbulence characteristics are often complicated and changes dramatically,especially at top of the tall and short vegetation layer.
出处 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2015年第1期85-90,共6页 Journal of Huazhong University of Science and Technology(Natural Science Edition)
基金 国家自然科学基金资助项目(51479007 11172218 11372232) 高等学校博士学科点专项科研基金资助项目(20130141110016)
关键词 双层刚性植被 粒子图像测速(PIV) 流速分布 紊动强度 排布方式 double layer rigid vegetation particle image velocimetry(PIV) velocity profile turbulence intensity arrangement
  • 相关文献

参考文献15

二级参考文献106

  • 1Huang Ben-sheng, Lai Guan-wen, Qiu Jing, Lin Shu-zhong (Guangdong Research Institute of Water Conservancy & Hydro-Power, Guangzhou 510610, China.HYDRAULICS OF COMPOUND CHANNEL WITH VEGETATED FLOODPLAINS[J].Journal of Hydrodynamics,2002,14(1):23-28. 被引量:21
  • 2阎洁,周著,邱秀云.植物坝前上游段推移质泥沙的输移特性[J].新疆农业大学学报,2004,27(4):67-72. 被引量:4
  • 3贺千山,毛节泰,陈家宜,韩淑云.基于激光雷达遥感和参数化模式研究城市混合层的发展机制[J].大气科学,2006,30(2):293-306. 被引量:9
  • 4胡旭跃,徐立君,李彪,曾光明.环境渠道水流运动特性研究进展[J].人民黄河,2006,28(5):24-25. 被引量:3
  • 5Ikeda S, Kanazawa M. Three-dimensional organized vortices above flexible water plants [J]. Journal of Hydraulic Engineering, 1996, 122 (1) : 634- 640.
  • 6Naot D, Nezu I, Nakagawa H. Hydrodynamic behavior of partially vegetated open channels [J].Journal of Hydraulic Engineering, 1996, 122 (11) :625-633.
  • 7Nepf H M. Drag, turbulence, and diffusion in flow through emergent vegetation [J]. Water Resources Research, 1999, 35(2): 479-489.
  • 8Nepf H M, Vivoni E R. Flow structure in depth-limited, vegetated flow [J]. Journal of Geophysical Research, 2000, 105(C12): 28547-28557.
  • 9Meijer D G, van Velzen E H. Prototype-scale flume experiments on hydraulic roughness of submerged vegetation [A]. Proceedings of the 28th International Association for Hydraulic Engineering and Research Congress [C]. Graz, Austria : [s. n.], 1999.1-7.
  • 10Wu F C, Shen H W, Chou Y J. Variation of roughness coefficients for unsubmerged and submerged vegetation [J]. Journal of Hydraulic Engineering,1999, 125(9): 934-942.

共引文献130

同被引文献74

引证文献5

二级引证文献28

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