Articles | Volume 10, issue 12
https://doi.org/10.5194/gmd-10-4367-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/gmd-10-4367-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
SedFoam-2.0: a 3-D two-phase flow numerical model for sediment transport
Julien Chauchat
CORRESPONDING AUTHOR
University of Grenoble Alpes, LEGI, G-INP, CNRS, 38000 Grenoble, France
Zhen Cheng
Civil and Environmental Engineering, Center for Applied Coastal Research, University of Delaware, Newark, DE 19711, USA
now at: Applied Ocean Physics & Engineering, Woods Hole Oceanographic Institution, Woods Hole, MA 02543, USA
Tim Nagel
University of Grenoble Alpes, LEGI, G-INP, CNRS, 38000 Grenoble, France
Cyrille Bonamy
University of Grenoble Alpes, LEGI, G-INP, CNRS, 38000 Grenoble, France
Tian-Jian Hsu
Civil and Environmental Engineering, Center for Applied Coastal Research, University of Delaware, Newark, DE 19711, USA
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71 citations as recorded by crossref.
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70 citations as recorded by crossref.
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- Incorporating grain-scale processes in macroscopic sediment transport models B. Vowinckel 10.1007/s00707-021-02951-4
- A Bingham Plastic Fluid Solver for Turbulent Flow of Dense Muddy Sediment Mixtures I. Adams et al. 10.3390/fluids8060171
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- Numerical investigation of mode failures in submerged granular columns E. Montellà et al. 10.1017/flo.2023.23
- A Numerical Study of Sheet Flow Under Monochromatic Nonbreaking Waves Using a Free Surface Resolving Eulerian Two‐Phase Flow Model Y. Kim et al. 10.1029/2018JC013930
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- Two-Phase Flow Simulation of Tunnel and Lee-Wake Erosion of Scour below a Submarine Pipeline A. Mathieu et al. 10.3390/w11081727
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- Three-dimensional scour simulations with a two-phase flow model T. Nagel et al. 10.1016/j.advwatres.2020.103544
- SPH Simulation of Sediment Movement from Dam Breaks X. Zheng et al. 10.3390/w15173033
- Two-phase experimental and numerical studies on scouring at the toe of vertical seawall M. Uh Zapata et al. 10.1016/j.euromechflu.2021.12.008
- Impact of shape: DNS of sediment transport with non-spherical particles R. Jain et al. 10.1017/jfm.2021.214
- Sediment Transport Equivalent Waves for Estimating Annually Averaged Sedimentation and Erosion Trends in Sandy Coastal Areas M. Chondros et al. 10.3390/jmse10111726
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- faSavageHutterFOAM 1.0: depth-integrated simulation of dense snow avalanches on natural terrain with OpenFOAM M. Rauter et al. 10.5194/gmd-11-2923-2018
- Subaqueous dilative slope failure (breaching): Current understanding and future prospects S. Alhaddad et al. 10.1016/j.advwatres.2024.104708
- A local scour model for single pile on silty seabed considering soil cohesion (SedCohFOAM): Model and validation C. Qin et al. 10.1063/5.0207743
- Numerical investigation of sheet flow driven by a near-breaking transient wave using SedFoam M. Delisle et al. 10.1016/j.euromechflu.2022.07.002
- A frictional–collisional model for bedload transport based on kinetic theory of granular flows: discrete and continuum approaches R. Chassagne et al. 10.1017/jfm.2023.335
- A Numerical Study of Dam‐Break Driven Swash and Beach Groundwater Interactions M. Delisle et al. 10.1029/2022JC019615
- Computational Simulation of Monopile Scour under Tidal Flow Considering Suspended Energy Dissipation J. Liu et al. 10.3390/w16141940
- 3D wave-resolving simulation of sandbar migration P. Marchesiello et al. 10.1016/j.ocemod.2022.102127
- Bridging the gap between particle-scale forces and continuum modelling of size segregation: application to bedload transport H. Rousseau et al. 10.1017/jfm.2021.218
- The compressible granular collapse in a fluid as a continuum: validity of a Navier–Stokes model with , -rheology M. Rauter 10.1017/jfm.2021.107
- Modeling submerged granular flow across multiple regimes using the Eulerian–Eulerian approach with shear-induced volumetric behavior Q. Phan et al. 10.1063/5.0092726
- A multi-dimensional two-phase mixture model for intense sediment transport in sheet flow and around pipeline J. Li & X. Chen 10.1063/5.0120776
Latest update: 05 Nov 2024
Short summary
This manuscript presents the development and validation of a two-phase flow Eulerian-Eulerian model based on OpenFOAM for sediment transport applications. The mathematical and numerical models are described in detail. The numerical implementation is demonstrated on four test cases: sedimentation of suspended particles, laminar bed load, sheet flow, and scour at an apron. These test cases illustrate the capabilities of SedFoam to deal with complex turbulent sediment transport problems.
This manuscript presents the development and validation of a two-phase flow Eulerian-Eulerian...