ANISOTROPIC EDDY VISCOSITY A BENCHMARK CASE STUDY IN AN IDEALISED TIDAL ESTUARY
ICCE 2022
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Cómo citar

ANISOTROPIC EDDY VISCOSITY A BENCHMARK CASE STUDY IN AN IDEALISED TIDAL ESTUARY. (2023). Coastal Engineering Proceedings, 37, sediment.30. https://doi.org/10.9753/icce.v37.sediment.30

Resumen

Numerical schemes for solving the full shallow water equations require a turbulence closure model to represent the momentum diffusion caused by turbulence that the velocity fields do not explicitly capture. Typical models include Smagorinsky, depth-U*, Prandlt, and k-epsilon. All of these models predict isotropic eddy viscosity – i.e. the diffusion of momentum acts equally in all directions. However, it is known that when modelling saline transport within an estuary with a 2D scheme, mass dispersion is present in the longitudinal direction due to the depth velocity profile. In a 2D numerical scheme, should diffusion of momentum also be applied anisotropically? In this paper we present a benchmark case study between laboratory measured velocity results and those from numerical simulations using TUFLOW.
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Referencias

Lin, Falconer (1997): Tidal Flow and Transport Modelling Using ULTIMATE QUICKEST Scheme, Journal of Hydraulic Engineering Vol 123 Issue 4

Collecutt, Syme (2017): Experimental Benchmarking of Mesh Size and Time-Step Convergence for a 1st and 2nd Order SWE Finite Volume Scheme, 37th IAHR World Congress.

Creative Commons License

Esta obra está bajo una licencia internacional Creative Commons Atribución 4.0.

Derechos de autor 2023 Annalisa De Leo, Greg Collecutt, Mitchell Smith, Alessandro Stocchino, Bill Syme