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灌木植被水流的流速垂向分布 被引量:14

Vertical profile of horizontal velocity of flow through shrubs
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摘要 速度分布是植被水流动力学研究的基础问题之一。与明槽水流的对数流速分布不同,植被水流在垂直方向差别较大,一般分为植间水流和植上水流两部分,垂向分布较为复杂。本文在考虑水流动量平衡的基础上,借助于混合长度紊流模型,并考虑植被形态的垂向差异,建立了表征流速垂向分布的微分方程;以灌木植被的形状为原型,在假定灌木直径垂向分布的前提下,得到了更为普适的流速垂向分布公式。将所得到的解析公式和室内试验数据及Baptist公式进行对比分析,发现本文公式与试验数据吻合得更好,能准确地反映植间流速的垂向变化。 This paper presents an analytical solution of vertical profile of horizontal velocity for vegetated open channel flow.Owing to vegetation effects,the vertical profile is often complicated and difficult to express analytically.To simplify the analysis,the flow is divided vertically into two layers,a vegetable-occupied bottom layer and a layer over it.Then a differential equation for horizontal velocity can be established by using the momentum theorem and mixing-length turbulence model and considering the differences of the two layers.Shrub vegetation is analyzed here.The stem diameter is assumed a hyperbolic form over the depth,and an analytical profile is easy to derive through solving the equation.A comparison with experimental data and Baptist formula shows that the analytical solution gives a better agreement than Baptist formula,especially for the vegetation layer.
出处 《水力发电学报》 EI CSCD 北大核心 2011年第6期237-241,共5页 Journal of Hydroelectric Engineering
基金 国家自然科学基金(51039002 50823005 50809034) 水沙科学与水利水电工程国家重点实验室资助项目(2009-TC-2)
关键词 环境水力学 植被水流 流速 垂向分布 灌木 eviromental hydraulics vegetated channel flow velocity vertical profile shrubs
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参考文献9

  • 1Ghisaiberti M, Nepf H. Mixing layers and coherent structures in vegetated aquatic flows [ J]. Journal of Geophysical Research, 2002,10V(2) : 1-11.
  • 2Carollo F G, Ferro V, and Termini D. Flow velocity measurements in vegetated Channels [ J ]. Journal of Hydraulic Engineering, 2002, 128(7): 664 -673.
  • 3Sukhodolov A, Sukhodolova T. Evolution of mixing layers in turbulent flow over submersed vegetation: Field experiments and measurement study [ A]. Proceedings of the international conference on fluvial hydraulics river flow [ C ]. Lisbon, Portugal, 2006 : 525 - 534.
  • 4Baptist M J, Babovic V, et al. On inducing equations for vegetation resistance [ J]. Journal of Hydraulic Research, 2007, 45(4) : 435 - 450.
  • 5惠二青,江春波,潘应旺.植被覆盖的河道水流纵向流速垂向分布[J].清华大学学报(自然科学版),2009(6):834-837. 被引量:15
  • 6Feng K, Molz F J. A 2-D, diffusion-based, wetland flow model [J]. Journal of hydrology, 1997, 196:230-250.
  • 7Jackson P S. On the displacement height in the logarithmic velocity profile [J]. Journal of Fluid Mechanics, 1981, 111:15 - 25.
  • 8Klopstra D, Barneveld H J, Van Noortwijk J M, et al. Analytical model for hydraulic roughness of submerged vegetation [ A]. Proceedings of 27th International IAHR Conference [ C]. San Fransico, CA, 1997, 775 -780.
  • 9N eary V S. Numerical solution of fully developed flow with vegetative resistance [ J ]. Journal of Engineering Mechanics, 2003, 129 (5) : 558 -563.

二级参考文献8

  • 1Iopez F, Garcia M H. Mean flow and turbulence structure of open-channel flow through non-emergent vegetation [J]. J Hydr Eng, 2001, 127(5) : 18 - 20.
  • 2El-Hakim O, Salama M M. Velocity distribution inside and above branched flexible roughness [J].J Irrigation and Drainage Eng, 1992, 118(6): 914-927.
  • 3Carollo F G, Ferro V, Termini D. Flow velocity measurements in vegetated channels [J]. J Hydr Eng, 2002, 128(7) : 664- 673.
  • 4Lopez F, Garcia M H. Mean flow and turbulence structure of open-channel flow through non-emergent vegetation[J]. J Hydr Eng, 2001, 127(5): 392-402.
  • 5Nepf H M, Vivoni E R. Flow structure in depth-limited, vegetated flow[J]. J Geophsical Res, 2000, 105(C12): 28547 - 28557.
  • 6Watanabe K, Nagy H M, Noguchi H. Flow structure and bed-load transport in vegetation flow[C]//Adv Hydr and Water Eng: Proc 13th IAHR-APD Congress. Singapore: World Scientific, 2002:214- 218.
  • 7Kummu M. Roughness characteristics and velocity profile in vegetated and non-vegetated channel [D]. Helsinki: Helsinki University of Technology, 2002.
  • 8时钟,李艳红.含植物河流平均流速分布的实验研究[J].上海交通大学学报,2003,37(8):1254-1260. 被引量:45

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