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TOWARDS AN ENGINEERING MODEL FOR PROFILE EVOLUTION: DETAILED 3D SEDIMENT TRANSPORT MODELLING

Authors :
Jesper Sandvig Mariegaard
Kasper Kaergaard
David R. Fuhrman
Klaus Langgren Eskildsen
Ole R. Sørensen
Rolf Deigaard
Nils K. Drønen
Wang, Ping
Rosati, Julie D.
Vallee, Mathieu
Source :
Kærgaard, K, Mariegaard, J S, Sørensen, O, Eskildsen, K L, Drønen, N, Deigaard, R & Fuhrman, D R 2019, Towards an Engineering Model for Profile Evolution: Detailed 3D Sediment Transport Modelling . in P Wang, J D Rosati & M Vallee (eds), Coastal Sediments 2019. Proceedings of the 9th International Conference . World Scientific, pp. 577-590, Coastal Sediments 2019 (CS19), Tampa/St. Pete, United States, 27/05/2019 . https://doi.org/10.1142/9789811204487_0051
Publication Year :
2019
Publisher :
WORLD SCIENTIFIC, 2019.

Abstract

This paper describes a new morpho-dynamic 3D surf-zone model. The hydrodynamic model used for this purpose is the MIKE 3 Wave FM Model. This model solves the 3D Navier-Stokes equations on a 2D horizontal unstructured mesh with a sigma transformation describing the vertical coordinate. A recent solution to the well-known over-production of turbulence outside the surf-zone in RANS models has been applied and is shown to improve the predicted undertow profiles. The sediment transport is modelled using an advection-diffusion equation for the suspended load, together with a bed-load formulation. In the present paper the predicted surf zone hydrodynamics and sea bed evolutions are compared against experimental laboratory data.

Details

Database :
OpenAIRE
Journal :
Coastal Sediments 2019
Accession number :
edsair.doi.dedup.....1a3c2c08db3925b81c11e7a532a663d4
Full Text :
https://doi.org/10.1142/9789811204487_0051