Laboratory Investigation of Mean Drag in a Random Array of Rigid, Emergent Cylinders

This paper investigates the drag exerted by randomly distributed, rigid, emergent circular cylinders of uniform diameter d . Laboratory measurements are presented for solid volume fraction ϕ=0.091 , 0.15, 0.20, 0.27, and 0.35 and cylinder Reynolds number Rep ≡ Up d∕ν=25 to 685, where Up =temporally and cross-sectionally averaged pore velocity and ν =kinematic viscosity. These ranges coincide with conditions in aquatic plant canopies. The temporally and cross-sectionally averaged drag coefficient, CD , decreased with increasing Rep and increased with increasing ϕ under the flow conditions investigated. The dimensionless ratio of the mean drag per unit cylinder length ⟨ fD ¯ ⟩H to the product of the viscosity, μ , and Up exhibits a linear Rep dependence of the form ⟨ fD ¯ ⟩H ∕(μ Up )= α0 + α1 Rep , consistent with Ergun’s formulation for packed columns. In the range of experimental conditions, α1 increases monotonically with ϕ . In contrast, α0 is constant within uncertainty for 0.15⩽ϕ⩽0.35 , which suggests...

[1]  Heidi Nepf,et al.  The Effects of Vegetation on Longitudinal Dispersion , 1997 .

[2]  M. Luther,et al.  Flow hydrodynamics in tidal marsh canopies , 1995 .

[3]  G. Katul,et al.  A Note On The Contribution Of Dispersive Fluxes To Momentum Transfer Within Canopies , 2004 .

[4]  M. M. Zdravkovich,et al.  Interference between two circular cylinders; Series of unexpected discontinuities , 1977 .

[5]  Robert H. Kadlec,et al.  The Use of Treatment Wetlands for Petroleum Industry Effluents , 1999 .

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

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

[8]  H. Fernando,et al.  Effects of emergent vegetation on lateral diffusion in wetlands. , 2004, Water research.

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

[10]  Brian L. White Transport in random cylinder arrays : a model for aquatic canopies , 2002 .

[11]  Heidi Nepf,et al.  Scalar transport in random cylinder arrays at moderate Reynolds number , 2003, Journal of Fluid Mechanics.

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

[13]  E. Wolanski,et al.  Currents and Sediment Transport in Mangrove Forests , 1997 .

[14]  J. Finnigan,et al.  Turbulent Transport in Flexible Plant Canopies , 1985 .

[15]  S. Ergun Fluid flow through packed columns , 1952 .

[16]  Fabián López,et al.  open‐channel flow through simulated vegetation: Suspended sediment transport modeling , 1998 .

[17]  D. Kobashi,et al.  Tidal Flow in Riverine-Type Mangroves , 2005, Wetlands Ecology and Management.

[18]  J. Finnigan Turbulence in plant canopies , 2000 .

[19]  C. S. James,et al.  Flow resistance of emergent vegetation , 2004 .

[20]  Robert D. Blevins,et al.  Forces on and Stability of a Cylinder in a Wake , 2005 .

[21]  J. Finnigan,et al.  Atmospheric Boundary Layer Flows: Their Structure and Measurement , 1994 .

[22]  Anthony J. C. Ladd,et al.  Moderate Reynolds number flows through periodic and random arrays of aligned cylinders , 1996, Journal of Fluid Mechanics.

[23]  Flow through and particle interception by an infinite array of closely-spaced circular cylinders , 1999 .

[24]  Mark D. Semon,et al.  POSTUSE REVIEW: An Introduction to Error Analysis: The Study of Uncertainties in Physical Measurements , 1982 .

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

[26]  J. Teal,et al.  The Nature of Growth Forms in the Salt Marsh Grass Spartina alterniflora , 1978, The American Naturalist.

[27]  B. Hicks,et al.  The Forest-Atmosphere Interaction , 1985 .

[28]  J. Taylor An Introduction to Error Analysis , 1982 .

[29]  Akira Sase,et al.  Drag force due to vegetation in mangrove swamps , 1997 .