Flow structure in depth-limited, vegetated flow

Aquatic vegetation controls the mean and turbulent flow structure in channels and coastal regions and thus impacts the fate and transport of sediment and contaminants. Experiments in an open-channel flume with model vegetation were used to better understand how vegetation impacts flow. In particular, this study describes the transition between submerged and emergent regimes based on three aspects of canopy flow: mean momentum, turbulence, and exchange dynamics. The observations suggest that flow within an aquatic canopy may be divided into two regions. In the upper canopy, called the “vertical exchange zone”, vertical turbulent exchange with the overlying water is dynamically significant to the momentum balance and turbulence; and turbulence produced by mean shear at the top of the canopy is important. The lower canopy is called the “longitudinal exchange zone” because it communicates with surrounding water predominantly through longitudinal advection. In this region turbulence is generated locally by the canopy elements, and the momentum budget is a simple balance of vegetative drag and pressure gradient. In emergent canopies, only a longitudinal exchange zone is present. When the canopy becomes submerged, a vertical exchange zone appears at the top of the canopy and deepens into the canopy as the depth of submergence increases.

[1]  W. Rodi,et al.  Open‐channel Flow Measurements with a Laser Doppler Anemometer , 1986 .

[2]  R. Shaw Secondary Wind Speed Maxima Inside Plant Canopies , 1977 .

[3]  F. Short,et al.  Hydrodynamically induced synchronous waving of seagrasses: ‘monami’ and its possible effects on larval mussel settlement , 1996 .

[4]  MC Gambi,et al.  Flume observations on flow dynamics in Zostera marina (eelgrass) beds , 1990 .

[5]  Robert H. Kadlec,et al.  Overview: Surface flow constructed wetlands , 1995 .

[6]  John L. Lumley,et al.  Interpretation of Time Spectra Measured in High‐Intensity Shear Flows , 1965 .

[7]  M. Raupach Drag and drag partition on rough surfaces , 1992 .

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

[9]  E. F. Bradley,et al.  Turbulent flow in a model plant canopy , 1976 .

[10]  K. Stolzenbach,et al.  Free surface flow through salt marsh grass , 1983 .

[11]  Nicholas Kouwen,et al.  FLEXIBLE ROUGHNESS IN OPEN CHANNELS , 1973 .

[12]  J. Finnigan,et al.  Coherent eddies and turbulence in vegetation canopies: The mixing-layer analogy , 1996 .

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

[14]  M. Raupach,et al.  Averaging procedures for flow within vegetation canopies , 1982 .

[15]  Turbulence in waving wheat , 1979 .

[16]  A. Thom Momentum absorption by vegetation , 1971 .

[17]  R. A. Antonia,et al.  Rough-Wall Turbulent Boundary Layers , 1991 .

[18]  K. Moore,et al.  Distribution of Zostera marina L. and Ruppia maritima L. sensu lato along depth gradients in the lower Chesapeake Bay, U.S.A.☆ , 1988 .

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

[20]  A. Ōkubo,et al.  Reduced mixing in a marine macrophyte canopy , 1993 .

[21]  Kenneth Pye,et al.  Flow Structure in and above the Various Heights of a Saltmarsh Canopy: A Laboratory Flume Study , 1995 .

[22]  J. Finnigan,et al.  A wind tunnel study of air flow in waving wheat: Two-point velocity statistics , 1994 .

[23]  C. Duarte Seagrass depth limits , 1991 .

[24]  R. Kadlec Overland flow in wetlands: vegetation resistance. , 1990 .

[25]  Nicholas Kouwen,et al.  BIOMECHANICS OF VEGETATIVE CHANNEL LININGS , 1980 .