Articles | Volume 10, issue 12
Geosci. Model Dev., 10, 4367–4392, 2017
https://doi.org/10.5194/gmd-10-4367-2017
Geosci. Model Dev., 10, 4367–4392, 2017
https://doi.org/10.5194/gmd-10-4367-2017

Model description paper 30 Nov 2017

Model description paper | 30 Nov 2017

SedFoam-2.0: a 3-D two-phase flow numerical model for sediment transport

Julien Chauchat et al.

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Revised manuscript accepted for GMD
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Cited articles

Aagaard, T., Black, K. P., and Greenwood, B.: Cross-shore suspended sediment transport in the surf zone: a field-based parameterization, Mar. Geol., 185, 283–302, 2002.
Amoudry, L. and Liu, P.-F.: Two-dimensional, two-phase granular sediment transport model with applications to scouring downstream of an apron, Coast. Eng., 56, 693–702, 2009.
Amoudry, L., Hsu, T. J., and Liu, P. L. F.: Two-phase model for sand transport in sheet flow regime, J. Geophys. Res., 113, C03011, https://doi.org/10.1029/2007JC004179, 2008.
Amoudry, L. O.: Extension of turbulence closure to two-phase sediment transport modelling: Application to oscillatory sheet flows, Adv. Water Resour., 72, 110–121, https://doi.org/10.1016/j.advwatres.2014.07.006, 2014.
Andreotti, B., Forterre, Y., and Pouliquen, O.: Granular Media: Between Fluid and Solid, Cambridge University Press, Cambridge, 2013.
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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.