Oscillatory flow through submerged canopies: 1. Velocity structure
By Ryan J. Lowe, Jeffrey R. Koseff, Stephen G. Monismith. 2005
281 citations recorded by the source corpus.
Subfields: Earth-Surface Processes, Oceanography
View Paper: https://www.semanticscholar.org/paper/3d620e0ed1e4b189e8ac42032654cb28ad6c9667
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In Earth-Surface Processes
In Oceanography
Citations in the corpus
- Wave-induced dynamics of flexible blades (2015, background): “For instance, the drag generated by the plants leads to a dissipation of wave energy and a damping of the near-bed flow [20, 22, 24], which inhibits sediment suspension and transport.”
- A coupled model of submerged vegetation under oscillatory flow using Navier–Stokes equations (2013, background): “First, a simplified approach to the problem is considered bymodeling the flow interactionwith no swaying vegetation, see for instance Lowe et al. (2005).”
- Wave damping by flexible vegetation: Connecting individual blade dynamics to the meadow scale (2019, methodology): “The reduction of in-canopy wave velocity, relative to linear theory, was computed 437 using the numerical model described in Lowe et al. (2005).”
- Effect of a seagrass (Posidonia oceanica) meadow on wave propagation (2012, background): “The reduction in velocity due to seagrass canopies is lower for wave-induced flows compared to unidirectional flows, because the inertial term can be larger or comparable to the drag term in oscillatory flow (Lowe et al. 2005, Luhar et al. 2010).”