期刊文献+

含植物河道水动力学研究进展 被引量:36

Hydrodynamics development in vegetated open channel
下载PDF
导出
摘要 提出了基于河道管理、河流修复与水资源可持续发展的含植物明渠水动力学研究理念,强调了含植物明渠水动力学研究的重要意义。从含植物水流的时均阻力特性、紊流机理的物理模型试验研究及数值模拟计算研究等几方面,深入介绍了国内外关于含植物明渠水动力学研究进展。指出:必须进一步解决对柔性植物枝叶形状及柔韧度的相似模拟;建立柔性植物的刚度、水流特性及阻力特性之间的定量规律;进一步研究含植物水流各向异性的紊流特性;发展更为精细的大涡数值模型来研究水深较大的复杂的各向异性紊流等有待于深入探讨的问题。 Base on the idea of river management, the river restoration and the sustainable development of water resources, the hydrodynamics investigation in the vegetated open channel is brought forward. The importance of the hydrodynamic research in vegetated channel is emphasized. The studies of the flow rcsistanee and the turbulent mechanism in the vegetated channel are introduced beth at home and abroad. It is pointed out that the simulation of the shape and temper of the flexible vegetation and the quantitative rule between the flow resistance and the toughness of vegetation, and the complicated anistropic turbulence needs to be solved. The more refined numerical model of large eddy simulation must be invented to tackle the anistropic turbulence in the deep vegetated channel.
出处 《水科学进展》 EI CAS CSCD 北大核心 2007年第3期456-461,共6页 Advances in Water Science
关键词 含植物河道 水动力学 河流修复 曼宁糙率系数 紊流特性 大涡模拟 vegetated open channel hydrodynamics river restoreration manning's roughness coefficient turbulent characteristics large eddy simulation
  • 相关文献

参考文献24

  • 1Hsieh T.Resistance of Cylinder Piers in Open-channel Flow[J].J Hydraul Div,1964,90(HY1):161-173.
  • 2Li R M,Shen H W.Effect of Tall Vegetation on Flow and Sediment[J].J Hydraul Div,1973,99(5):793-814.
  • 3Reew O,Palmer V J.Flow of Water in Channels Protected by Vegetative L ining[R].Tech.Bull.967.U.S.Dept.of Agreulture Soil Conservation Service.Washington.D.C.1949.
  • 4Kouwen N,Unny T E.Flexible roughness in open channels[J].ASCE Journal of the Hydraulics Division,1973,99(HY5):713-728.
  • 5Kouwen N.Modern Approach to Design of Grassed Channels[J].J Irrig Drain Eng,1992,118(5):713-743.
  • 6Kouwen N,Li R T E.Biomechanics of vegetative channel linings[J].ASCE Journal of the Hydraulics Division,Vol,1980,106(HY6):1 085-1 103.
  • 7Kouwen N,Fathi-Moghadam M.Friction Factors for Coniferous Trees along Rivers[J].Journal of Hydraulic Engineering,2000,126(10):732-740.
  • 8Kouwen N,Unny T E,Hill H M.Flow retardance in vegetated channels[J].ASCE Journal of Irrigation and Drainage Division,1969,95(IR2):329-342.
  • 9Fathi-Maghadam,Kouwen N.Nonrigid Nonsubmerged Vegetative Roughness on Floodplains[J].J.Hydr.Engrg,ASCE,1997,123(1):51-57.
  • 10Nepf H M,Vivoni E R.Flow structure in depth-limited,vegetated flow[J].Journal of Geophysical Research,2000,105(C12):28 547-28 557.

二级参考文献58

  • 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[1]TSUJIMOTO T. Mixing process in open channel with vegetation region [A]. Proceedings of International Symposium on Environmental Hydraulics [C]. Hong Kong:[s n], 1991. 409-414.
  • 4[2]TSUJIMOTO T, KITAMURA T. Experimental study on open-channel flow with vegetated zone along side wall [A]. KHL Progressive Report′92 [R]. Japan: Hydr Lab, Kanazawa Univ, 1992. 21-35.
  • 5[3]SHIMIZU Y, TSUJIMOTO T. Comparison of flood-flow structure between compound channel and channel with vegetated zone [A]. Proceedings of 25th Congress of IAHR [C]. Tokyo:[s n],1995.97-104.
  • 6[4]NAOT D, NEZU I, NAKAGAWA H. Hydrodynamic behavior of partly vegetated open channels [J]. J Hydraul Eng, 1996, 122(11): 625-633.
  • 7[5]NADAOKA K, YAGI H. Shallow-water turbulence modeling and horizontal large-eddy computation of river flow [J]. J Hydraul Eng, 1998, 124(5):493-500.
  • 8Ikeda S, Kanazawa M. Three-dimensional organized vortices above flexible water plants [J]. Journal of Hydraulic Engineering, 1996, 122 (1) : 634- 640.
  • 9Naot D, Nezu I, Nakagawa H. Hydrodynamic behavior of partially vegetated open channels [J].Journal of Hydraulic Engineering, 1996, 122 (11) :625-633.
  • 10Nepf H M. Drag, turbulence, and diffusion in flow through emergent vegetation [J]. Water Resources Research, 1999, 35(2): 479-489.

共引文献141

同被引文献369

引证文献36

二级引证文献235

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