Are flow-vegetation interactions well represented by mimics? A case study of mangrove pneumatophores

•Vegetation heterogeneity has minor effects on relative within-canopy velocities.•Discrete canopy density transitions intensify and confine the canopy shear layer.•Uniform-height dowels generate stronger turbulence than variable-height canopies.•Bed shear stress in pneumatophores is around half of t...

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Veröffentlicht in:Advances in water resources 2018-01, Vol.111, p.360-371
Hauptverfasser: Horstman, E.M., Bryan, K.R., Mullarney, J.C., Pilditch, C.A., Eager, C.A.
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Sprache:eng
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Zusammenfassung:•Vegetation heterogeneity has minor effects on relative within-canopy velocities.•Discrete canopy density transitions intensify and confine the canopy shear layer.•Uniform-height dowels generate stronger turbulence than variable-height canopies.•Bed shear stress in pneumatophores is around half of that in uniform-height dowels.•Canopy height variations are key for simulating turbulence and sediment dynamics. Arrays of real mangrove pneumatophores (i.e. aboveground pencil roots) and artificial dowel mimics were constructed in a laboratory flume to examine differences in canopy flow dynamics. Compared to the uniform-height dowel canopy, the non-uniform height of the pneumatophores significantly reduced the intensity of the canopy shear, and shifted the turbulence maxima observed directly above the dowels upwards by approximately the standard deviation of the pneumatophore heights. Consequently, bed shear stresses were up to two times greater in the uniform-height dowel canopy than in a pneumatophore canopy of similar density. At the same time, ratios of the within-canopy velocity to the free-stream velocity above the canopies were not significantly altered by the heterogeneous height, shape and spatial distribution of the pneumatophores. Our results emphasize that uniform dowels are poor proxies of real pneumatophore canopies and may lead to underestimations of sediment-trapping efficiency. [Display omitted]
ISSN:0309-1708
1872-9657
DOI:10.1016/j.advwatres.2017.11.018