Large Eddy Simulation of Fully-Developed Turbulent Flow Through Submerged Vegetation

  title={Large Eddy Simulation of Fully-Developed Turbulent Flow Through Submerged Vegetation},
  author={Thorsten Stoesser and Chunlei Liang and Wolfgang Rodi and G. H. Jirka},
Large Eddy Simulations (LES) are performed for an open channel flow through submerged vegetation with a water depth (h) to plant height (hp) ratio of h/hp=1.5 according to the experimental configuration of Fairbanks and Diplas (1998). Fairbanks and Diplas measured longitudinal and vertical velocities as well as turbulence intensities along several verticals in the flow and the data are used for the validation of the simulations. The code MGLET is used to solve the filtered Navier Stokes… CONTINUE READING
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Publications referenced by this paper.
Showing 1-10 of 22 references

Mean flow and turbulence in a laboratory channel with simulated vegetation

  • C. Dunn, F Lopez, Garcia, H M.
  • Hydraul. Engr. Series No
  • 1996
Highly Influential
5 Excerpts

Turbulence characteristics of flows through partially and fully submerged vegetation, Wetlands Engineering and River Restoration

  • J. D. Fairbanks, P. Diplas
  • 1998
Highly Influential
3 Excerpts

DES and URANS of Turbulent Boundary Layer on a Concave Wall

  • R. H. Shaw, U. Schumann
  • The proceedings of the 3 rd International…
  • 2003

Numerical solution of fully - developed flow with vegetative resistance

  • H. M. Nepf, E. R. Vivoni
  • Journal of Engineering Mechanics
  • 2003

Shaw, R

  • Flow Phenomena, Sendai, Japan, June
  • H., Schumann, U. (1992). Large-Eddy
  • 2003

Large eddy simulation (LES) of fully developed flow through vegetation

  • J. Cui, V.S
  • Neary
  • 2002

3D Numerical Modelling of OpenChannel Flow with Submerged Vegetation

  • T Fischer Antze, T Stoesser, PB Bates, Olsen, NR
  • IAHR Journal of Hydraulic Research
  • 2001
1 Excerpt

Mean flow and turbulence structure of open - channel flow through non - emergent vegetation

  • C. Meneveau, T. S. Lund, W. H. Cabot
  • ASCE J . Hydraulic Engrg .
  • 2001

LES of flow around a circular cylinder at a subcritical Reynolds number

  • R. Verzicco, J. Mohd-Yusof, P. Orlandi, D. Haworth
  • 2000

Large Eddy Simulation in Complex Geometric Configurations Using Boundary Body Forces

  • R. Germany. Verzicco, J. Mohd-Yusof, P. Orlandi, D. Haworth
  • AIAA , Vol
  • 2000

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