]>
2022-05-26T03:00:24-06:00
Model:SedFoam-2.0
3002
en
Woods Hole
Grenoble
Newark
The model description paper is submitted to Geoscientific Model Development, which can be downloaded from the link: https://doi.org/10.5194/gmd-2017-101
United States
France
Zhen
Tim
Cyrille
Tian-Jian (Tom)
Woods hole oceanographic institution
University of Grenoble Alpes, LEGI, G-INP, CNRS
University of Delaware
Cheng
Nagel
Bonamy
Hsu
5082893688
MS#12, 266 Woods hole Road
BP53 38041
Civil and Environmental Engineering, Center for Applied Coastal Research
02543
cedex 9
19716
Massachusetts
Delaware
Model developer
149
Grenoble
1
Yes
Yes
Yes
Single Processor
Multiple Processors
France
see the user document
alpha,Ua, Ub, p, Theta, k, epsilon, omega
two-phase Eulerian equations for sediment transport (see the user document)
the typical length scale can be on the order of 0.1~100 m, and the resolution in the vertical can be on the order of grain size, while the horizontal grid resolution can be relaxed appropriately .
alpha: sediment concentration
Ua: sediment velocity
Ub: fluid velocity
p: fluid pressure
Theta: granular temperature
k: fluid kinetic energy
epsilon/omega: fluid turbulent dissipation
sediment transport drive by turbulent/laminar flows
The typical time scale is on the order of 100 second, and the time step should satisfy the Courant number (<0.3)
Yes
A three-dimensional two-phase flow solver, SedFoam-2.0, is presented for sediment transport applications. The solver is extended upon twoPhaseEulerSedFoam (https://csdms.colorado.edu/wiki/Model:TwoPhaseEulerSedFoam). In this approach the sediment phase is modeled as a continuum, and constitutive laws have to be prescribed for the sediment stresses. In the proposed solver, two different inter-granular stress models are implemented: the kinetic theory of granular flows and the dense granular flow rheology μ(I). For the fluid stress, laminar or turbulent flow regimes can be simulated and three different turbulence models are available for sediment transport: a simple mixing length model (one-dimensional configuration only), a k-ϵ and a k-ω model. The numerical implementation is first demonstrated by two validation test cases, sedimentation of suspended particles and laminar bed-load. Two applications are then investigated to illustrate the capabilities of SedFoam-2.0 to deal with complex turbulent sediment transport problems, such as sheet flow and scouring, with different combinations of inter-granular stress and turbulence models.
Julien
4
OpenFOAM
ASCII
University of Grenoble Alpes, LEGI, G-INP, CNRS
Chauchat
0.67
Yes
depends on the problem
Hydrology
Coastal
As code
two-phase model
OpenFOAM
sediment transport
multi-dimensional
Modular
https://doi.org/10.5194/gmd-2017-101
version
eulerian
transport
three-dimensional two-phase flow
three-dimensional two-phase
two-phase flow solver
sediment transport
sediment
two-phase flow
flow
solver
models
turbulence models
sediment transport applications
stress
inter-granular stress
turbulent sediment transport
two-phase model
openfoam
multi-dimensional
sedfoam-2.0
Distributed memory
14
A multi-dimensional Eulerian two-phase model for sediment transport (version 2.0)
ASCII
Binary
+33(0)476825089
false
BP53 38041
cedex 9
false
GPL v2
C++
Python
depends on the problem
Through CSDMS repository
https://github.com/SedFoam/sedfoam
3D
Reach-Scale
Patch-Scale
2016
Linux
Model developer
false
2017-08-02T20:11:28Z
2457968.3412963
2020-09-17T02:19:49Z
2459109.5970949
SedFoam-2.0
3002
0
plainlist
1
[[:Model:SedFoam-2.0]]
SedFoam-2.0# QUERYf927361f953a85a10b6259e3982d8859
3002
1
plainlist
5
[[User:+]] [[First name member::Julien]] [[Last name member::Chauchat]]
SedFoam-2.0# QUERY4a3e718cc92e1678a0b8b8c91bc16f37
3002
1
ul
5
[[Model:+]] [[First name::Julien]] [[Last name::Chauchat]]
SedFoam-2.0# QUERY0db36d9838433f1d001b50993b4d42b4