A model for offshore sediment transport
Observation of the 2 D breaking of random waves on a beach suggests that under conditions of active surf an important mechanism in the process of offshore sediment transport is the transport by the undertow or return flow, induced by the breaking of waves. It is found that a model incorporating this mechanism exclusively is able to describe the local sediment transport and the resulting bottom variation of a beach under random wave attack to a first approximation. A laboratory verification is made based on measurements of both the dynamics of th watermotion and the bottom profile. Finally, a realistic equilibrium state is shown to result from the model.
- Datum rapport
- 1 januari 1985
- Auteur
- M.J.F. Stive and J.A. Battjes; Delft Hydraulics Laboratory Waterloopkundig Laboratorium : Delft University of Technology Technische Hogeschool Delft
- Uitgever
- TH.
- Annotatie
-
17 p. fig., tab. ; 30 cm. With ref. - Presented at the 19 th International Conference on Coastal Engineering, 3-7 September 1984, Houston(Publication ; 340)
- Documentnummer
- 16686