期刊文献+

有无植物条件下明渠水流紊动特性对比 被引量:22

Comparison of turbulence characteristics of water flow in open channels with and without vegetations
下载PDF
导出
摘要 在可变坡水槽中,模拟了带枝杈植物对明渠水流的干扰作用,借助超声多普勒流速仪(ADV)测量了不同水深下垂线不同测点的瞬时流速,计算了各测点的三维时均流速、脉动强度及雷诺应力等紊动参数,通过与无植物干扰的明渠均匀流紊动特性进行对比,分析植物对水流紊动参数的影响规律。试验结果表明:在有植物明渠水流中,时均流速呈三区分布特征;脉动强度及雷诺应力均在植物顶部附近出现最大值;脉动强度明显增大,在3个方向上趋于接近;可以用植物顶部以上的雷诺应力分布推求摩阻流速。 The interferences of vegetations with forks in water flow in open channels were simulated in a flume with variable slopes. The instantaneous flow velocity at different observation points of different water depths was measured with ADV, and the turbulence parameters, including the 3D mean velocity, the turbulence intensity, and the Reynolds stress, at different observation points were calculated. The comparison of the calculated results with the turbulence characteristics of uniform flow without vegetations shows that, with vegetations in water flow, the distribution of mean velocity could be divided into 3 regions, the maximum turbulence intensity and Reynolds stress occur near the top of vegetations, and the turbulence intensity is greatly increased in 3 directions with almost the same value. It is also concluded that the frieton velocity can be obtained by the Reynolds stress distribution above the vegetations.
出处 《水利水电科技进展》 CSCD 北大核心 2007年第6期64-68,共5页 Advances in Science and Technology of Water Resources
基金 新世纪优秀人才支持计划项目(NCET-04-0494) 国家自然科学基金(50479068)
关键词 水流紊动 明渠水流 ADV 流速分布 有植物明渠 flow turbulence water flow in open channel ADV flow velocity distribution vegetated open channel flow
  • 相关文献

参考文献19

  • 1吴福生,姜树海.含植物明渠的水动力学研究进展[C]//刘恒,贾金生.中国水利学会第二届青年科技论坛论文集.郑州:黄河水利出版社,2005.330-338.
  • 2KOUWEN N, UNNY T E, Hill. H M. Flow retardance in vegetated channels [J]. Journal of the Irrigation and Drainage Division, 1969,95 (IR2) :329-342.
  • 3KOUWEN N, LI R M, SIMONS D B. Flow resistance in vegetated waterways[J]. Trans, ASCE, 1981,24(3) :684-698.
  • 4PETRYK S, BOSMAJIAN G.Analysis of flow through vegetation [J] .Journal of the Hydraulics Division, 1975,101 (HY7) :871-884.
  • 5GOURLAY M R. Discussion of flow resistance in vegetated channels' by Kouwen N et al [ J ]. Journal of the Irrigation and Drainage Division, 1970,96(IR3) :351-357.
  • 6El-HAKIM O, SALMA M M. Velocity distribution inside and above branched flexible roughness[J]. Journal of the Irrigation and Drainage Engineering, 1992, 118(6) :914-927.
  • 7CAROLLO F G, FERRO V, TERMINI D. Flow velocity measurements in vegetated channels [ J ]. Journal of Hydraulic Engineering, 2002,128(7) :664-673.
  • 8黄本胜,赖冠文,邱静,万鹏.河滩种树对行洪影响试验研究[J].水动力学研究与进展(A辑),1999,14(4):468-474. 被引量:56
  • 9石月珍,黄本胜,周著.滩地种树的复式断面河渠水流归槽长度计算[J].水利水运工程学报,2003(4):53-56. 被引量:9
  • 10时钟.海岸盐沼植物单向恒定水流流速剖面[J].泥沙研究,1997,22(3):82-88. 被引量:33

二级参考文献21

  • 1黄本胜,赖冠文,程禹平.海堤外滩地种树效果及对行洪影响[J].人民珠江,1995,16(3):38-42. 被引量:20
  • 2黄本胜.海堤外滩地种树效果及对行洪影响.《水利科技的世纪曙光》水利系统首届青年学术交流会优秀论文集[M].中国科学技术出版社,1997..
  • 3钱宁 王可欣 等.黄河中游粗泥沙来源区对黄河下游冲淤的影响[A]..黄河研究与实践[C].北京:水利电力出版社,1986..
  • 4毕慈芬 于倬德 李桂芬 等.治理砒砂岩地区水土流失的新设想 [A]..第二届海峡两岸水利科技交流研究会论文集[C].台北,1996..
  • 5黄本胜 蔡金德.漫滩水流研究及其进展[A]..′94全国水动力学研讨会文集[C].北京: 海洋出版社,1994.643-648.
  • 6Huang Bensheng,Proc Workshop on Hydraulics of the Pearl River Estuary,1998年,167页
  • 7水利系统首届青年学术交流会优秀论文集,1997年
  • 8SHEN H W,TABIOS Ⅲ G and HARDER J A. Kissimmee River restoration study[J]. J. Water Resour. Ping.and Mgmt,ASCE,1994, 120(3) : 330-349.
  • 9CHOW V T.Open channel Hydraulics[M]. McGrawHill. New York. 1959.
  • 10REE W O. Retardation coefficients for row crops in diversion terraces[J]. Transactions of the American Society of Agricultural Engineers, 1958,1: 78-80.

共引文献135

同被引文献286

引证文献22

二级引证文献89

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