Laboratory experiments were performed in a wave basin to reproduce the local sea bed scour around large-scale maritime structures. Experiments suggested that the mass transport velocity and wave-induced steady currents were essential in modeling sand transport. Based on experimental observations, a numerical model was presented for the local scour around a large circular cylinder. The applicability of the model was confirmed with experiments. Although some discrepancies are still present between experiments and computation, the model seems to provide a basic framework for the local scour around large-scale structures. Future studies are expected on the three-dimensional boundary layer flow as well as on the wave nonlinearity.
|Number of pages||10|
|Journal||Proceedings of the Coastal Engineering Conference|
|Publication status||Published - 1991|
|Event||Proceedings of the 22nd International Conference on Coastal Engineering - Delft, Neth|
Duration: 1990 Jul 2 → 1990 Jul 6
ASJC Scopus subject areas
- Ocean Engineering