Full text not available from this repository.

Abstract

The strongly nonlinear interaction between a solitary wave and the submerged barrier is investigated numerically in the present paper. Based on the Cartesian grid method of constrained interpolation profile (CIP), a two-dimensional numerical wave flume specializing to Navies-Stokes equations was established to simulate the propagation of a solitary wave over the submerged structure. The free-surface motion and hydrodynamic forces acting on the submerged breakwater were presented in this work. The comparisons between the numerical results and experimental data for the free surface elevations show a good agreement in both upstream and downstream of barrier. Complicated hydrodynamic behaviors, including wave breaking and overtopping, were captured by the numerical model which demonstrates that the CIP-based model has the ability to provide the reliable predictions for the wave transmission over the submerged structure.

Item Type:	Conference Publication
Authors/Creators:	Wang, J and He, G and You, R and Liu, P
Keywords:	solitary wave, submerged barrier, CIP method, wave forces
Journal or Publication Title:	Asian and Pacific Coasts 2017: Proceedings of the 9th International Conference on APAC 2017
Publisher:	World Scientific
DOI / ID Number:	https://doi.org/10.1142/9789813233812_0070
Copyright Information:	Copyright 2017 World Scientific Publishing Co Pty Ltd
Related URLs:	Google Scholar: Liu, P UTAS Profile: Liu, P
Item Statistics:	View statistics for this item

Actions (login required)

Item Control Page