Turbulent Flow through Idealized Emergent Vegetation

This paper presents results of several large-eddy simulations (LES) of turbulent flow in an open channel through staggered arrays of rigid, emergent cylinders, which can be regarded as idealized vegetation. In this study, two cylinder Reynolds numbers, RD =1,340 and RD =500 , and three vegetation densities are considered. The LES of the lowest density and at RD =1,340 corresponds to a recently completed laboratory experiment, the data of which is used to validate the simulations. Fairly good agreement between calculated and measured first- and second-order statistics along measurement profiles is found, confirming the accuracy of the simulations. The high resolution of the simulations enables an explicit calculation of drag forces, decomposed into pressure and friction drag, that are exerted on the cylinders. The effect of the cylinder Reynolds number and the cylinder density on the drag and hence on the flow resistance is quantified and in agreement with previous experimental studies. Turbulence structur...

[1]  E. Pasche,et al.  Overbank Flow with Vegetatively Roughened Flood Plains , 1985 .

[2]  P. Moin,et al.  Eddies, streams, and convergence zones in turbulent flows , 1988 .

[3]  Iehisa Nezu,et al.  Hydrodynamic Behavior of Partly Vegetated Open Channels , 1996 .

[4]  J. Smagorinsky,et al.  GENERAL CIRCULATION EXPERIMENTS WITH THE PRIMITIVE EQUATIONS , 1963 .

[5]  F. White Viscous Fluid Flow , 1974 .

[6]  J. Ferziger,et al.  LES and RANS of turbulent flow in tube bundles , 1999 .

[7]  F. Song,et al.  Regimes of vortex shedding from an in-line oscillating circular cylinder in the uniform flow , 2003 .

[8]  Brian M. Stone,et al.  Hydraulic resistance of flow in channels with cylindrical roughness , 2002 .

[9]  Frank Thiele,et al.  Comparison of LES and RANS in bluff-body flows , 2001 .

[10]  K. Lam,et al.  A visualization study of cross-flow around four cylinders in a square configuration , 1992 .

[11]  Fu‐Chun Wu,et al.  Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation , 1999 .

[12]  Yukie Tanino,et al.  Laboratory Investigation of Mean Drag in a Random Array of Rigid, Emergent Cylinders , 2008 .

[13]  S. Petryk,et al.  Analysis of Flow through Vegetation , 1975 .

[14]  H. Nepf Drag, turbulence, and diffusion in flow through emergent vegetation , 1999 .

[15]  P. Moin,et al.  A dynamic subgrid‐scale eddy viscosity model , 1990 .

[16]  Hsieh Wen Shen,et al.  Discussion and Closure: Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation , 2001 .

[17]  Fabián López,et al.  Mean Flow and Turbulence Structure of Open-Channel Flow through Non-Emergent Vegetation , 2001 .

[18]  P. Bates,et al.  3D numerical modelling of open-channel flow with submerged vegetation , 2001 .

[19]  Charles Dalton,et al.  Interaction of a Steady Approach Flow and a Circular Cylinder Undergoing Forced Oscillation , 1997 .

[20]  Harry L. Jenter,et al.  Drag coefficients for modeling flow through emergent vegetation in the Florida Everglades , 2004 .

[21]  C. Norberg Fluctuating lift on a circular cylinder: review and new measurements , 2003 .

[22]  Chunlei Liang,et al.  Large eddy simulation of fully-developed turbulent flow through submerged vegetation , 2006 .

[23]  Wen‐Jei Yang,et al.  Interaction of von Karman vortices and intersecting main streams in staggered tube bundles , 1999 .

[24]  Sung-Uk Choi,et al.  Reynolds stress modeling of vegetated open-channel flows , 2004 .

[25]  Marcelo H. García,et al.  Mean Flow and Turbulence in a Laboratory Channel with Simulated Vegatation (HES 51) , 1996 .

[26]  N. Tanaka,et al.  Flow structures and drag characteristics of a colony-type emergent roughness model mounted on a flat plate in uniform flow , 2007 .

[27]  Brian D. Barkdoll,et al.  Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel , 2001 .

[28]  Panayiotis Diplas,et al.  An experimental study of flow through rigid vegetation , 2008 .

[29]  S. Pope Turbulent Flows: FUNDAMENTALS , 2000 .

[30]  Vassilios A. Tsihrintzis,et al.  Discussion of "Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation" , 2001 .

[31]  William H. Press,et al.  Numerical recipes , 1990 .

[32]  W. Rodi Comparison of LES and RANS calculations of the flow around bluff bodies , 1997 .

[33]  Nicholas K.-R. Kevlahan Three-dimensional Floquet stability analysis of the wake in cylinder arrays , 2007, Journal of Fluid Mechanics.

[34]  Catherine Wilson,et al.  Open Channel Flow through Different Forms of Submerged Flexible Vegetation , 2003 .