FineSed3D

A turbulence-resolving numerical model for fine sediment transport in bottom boundary layer

Fine SedimentTurbulence-resolvingBottom boundary layer

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Initial contribute: 2021-09-10

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:  
University of Delaware
:  
zcheng@udel.edu
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Application-focused categoriesNatural-perspectiveLand regions

Detailed Description

English {{currentDetailLanguage}} English

Quote from: https://csdms.colorado.edu/wiki/Model:FineSed3D

  A turbulence-resolving numerical model for fine sediment transport in the bottom boundary layer is developed. A simplified Eulerian two-phase flow formulation for the fine sediment transport is adopted. By applying the equilibrium Eulerian approximation, the particle phase velocity is expressed as a vectorial sum of fluid velocity, sediment settling velocity and Stokes number dependent inertia terms. The Boussinesq approximation is applied to simplify the governing equation for the fluid phase. This model utilizes a high accuracy hybrid compact finite difference scheme in the wall-normal direction, and uses the pseudo-spectral scheme in the streamwise and spanwise directions. The model allows a prescribed sediment availability as well as an erosional/depositional bottom boundary condition for sediment concentration. Meanwhile, the model also has the capability to include the particle inertia effect and hindered settling effect for the particle velocity.

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Zhen Cheng (2021). FineSed3D, Model Item, OpenGMS, https://geomodeling.njnu.edu.cn/modelItem/c18b3a20-6537-4f76-8040-ad880c864d85
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Contributor(s)

Initial contribute : 2021-09-10

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Authorship

:  
University of Delaware
:  
zcheng@udel.edu
Is authorship not correct? Feed back

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