| Authors: | Zhen Cheng Tian-Jian Hsu |
|---|---|
| Owners: |
Edward Morgan
Jeff Sadler
|
| Resource type: | Model Program Resource |
| Storage: | The size of this resource is 895.6 KB |
| Created: | Apr 11, 2017 at 1:25 a.m. |
| Last updated: | Feb 22, 2019 at 5:18 a.m.
by
Edward Morgan
|
| Citation: | See how to cite this resource |
| Sharing Status: | Public |
|---|---|
| Views: | 6 |
| Downloads: | 1 |
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Abstract
A multi-dimensional numerical model for sediment transport based on the two-phase
flow formulation is developed. With closures of particle stresses and fluid-particle interaction,
the model is able to resolve processes in the concentrated region of sediment
transport and hence does not require conventional bedload/suspended load assumptions.
The numerical model is developed in three spatial dimensions. However, in this version,
the model is only validated for Reynolds-averaged two-dimensional vertical (2DV) formulation
(with the k − epsilon closure for carrier flow turbulence) for sheet flow in steady and
oscillatory flows. This numerical model is developed via the open-source CFD library of
solvers, OpenFOAM and the new solver is called twoPhaseEulerSedFoam.
Subject Keywords
Content
Resource Specific
| Computational Engine | a9df4926b48845398f1010f44476a1c6/data/contents/twophaseeulersedfoam-master.zip |
|---|---|
| Software | a9df4926b48845398f1010f44476a1c6/data/contents/twophaseeulersedfoam-master.zip |
| Programming Language | C++ |
|---|---|
| Operating System | Unix, Linux, Mac OS, Windows |
| Software Repository | http:// https://github.com/csdms-contrib/twophaseeulersedfoam |
| Release Date | 04/06/2017 |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
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