期刊文献+

Study on roughness coefficient for unsubmerged reed in the Changjiang Estuary 被引量:6

Study on roughness coefficient for unsubmerged reed in the Changjiang Estuary
在线阅读 下载PDF
导出
摘要 The influence of density,foliage and stem flexibility on the roughness coefficients under unsubmerged conditions,such as Manning's n,is investigated experimentally.An instrumentation system has been developed for measuring the flow rate ranging from 0.1 to 0.3 L/s under the condition of different artificial foliated reeds.Based on the experimental results,the influence on the relationship between n with different density,foliage,flexibility and flow depth is discussed.It is found that the foliage and the density are the important factors affecting Manning's n.At a range of relatively low velocity and relatively large bending stiffness of stem,Manning's n is not influenced significanthy by the flexibility of stem. The influence of density,foliage and stem flexibility on the roughness coefficients under unsubmerged conditions,such as Manning's n,is investigated experimentally.An instrumentation system has been developed for measuring the flow rate ranging from 0.1 to 0.3 L/s under the condition of different artificial foliated reeds.Based on the experimental results,the influence on the relationship between n with different density,foliage,flexibility and flow depth is discussed.It is found that the foliage and the density are the important factors affecting Manning's n.At a range of relatively low velocity and relatively large bending stiffness of stem,Manning's n is not influenced significanthy by the flexibility of stem.
出处 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2011年第5期108-113,共6页 海洋学报(英文版)
基金 The Public Science and Technology Research Funds Projects of Ocean under contract Nos 200905001 and 201005019 UNESCO-IHE Partnership Research Fund (UPaRF) under contract No.60038881 the National Natural Science Foundation of China under contract No.50939003
关键词 Manning's coefficient FOLIAGE DENSITY FLEXIBILITY REED Manning's coefficient,foliage,density,flexibility,reed
  • 相关文献

参考文献17

  • 1Carollo F G, Ferro V, Termini D. 2002. Flow velocity measurements in vegetated channels. J Hydraul En gng, 128(7): 664- 673.
  • 2Carollo F G, Ferro V, Termini D. 2005. Flow resistance law in channels with flexible submerged vegetation. J Hydraul Engng, 131(7): 554-564.
  • 3Dan Naot, Iehisa Nezu, Hiroji Nakagawa. 1996. Hydrodynamic behavior of partly vegetated open channels. J Hydraul Engng, 122(11): 625-633.
  • 4Fathi-Maghadam M, Kouwen N. 1997. Nonrigid, nonsubmerged vegetative roughness on floodplains. J Hydraul Engng, 123(1): 51-57.
  • 5Gourlay M R. 1970. Discussion of 'Flow retardance in vegetated channels' by N. Kouwen, T. E. Unny, and H. M. Hill. J Irrig Drain Eng, 96(3): 351- 357.
  • 6James C S, Birkhead A L, Jordanova A A. 2004. Flow resistance of emergent vegetation. J Hydraulic Research, 42(4): 390-398.
  • 7Jarvela J. 2005. Effect of submerged flexible vegetation on flow structure and resistance. Journarl of Hydrology, 307:233-241.
  • 8Kouwen N, Unny T E, Hill H M. 1969. Flow retardance in vegetated channels. J Irrig Drain Eng, 95(2): 329 344.
  • 9Kutija V, Hong H T M. 1996. A numerical model for assessing the additional resistance to flow introduced by flexible vegetation. J Hydraul Res, 34(1): 99-114.
  • 10Ni Hangen, Gu Fengfeng. 2005. Roughness coefficient of non-submerged reed. J Hydrodynamics (in Chinese): Ser A, 20(2): 167 -173.

同被引文献75

引证文献6

二级引证文献42

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