Proceedings of the International Conference on Coastal Engineering | |
NUMERICAL SIMULATION AND VALIDATION OF PLUNGING BREAKERS USING A 2D NAVIER-STOKES MODEL | |
P. Tonjes1  H.A.H. Petit2  M.R.A. van Gent3  P. van Den Bosch2  | |
[1] Ministry of Transport, Public Works and Water Management;Delft Hydraulics;Delft University of Technology, Dept. Civil Engrg. | |
关键词: numerical simulation; breaking waves; plunging breaker; 2D model; Navier-Stokes model; | |
DOI : 10.9753/icce.v24.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
The numerical model SKYLLA, developed for simulation of breaking waves on coastal structures is described. The model is based on the Volume Of Fluid method and solves the two-dimensional (2DV) Navier-Stokes equations. Weakly reflecting boundary conditions allow waves to enter and leave the computational domain. Impermeable boundaries can be introduced to simulate a structure. A two-model approach can be used to simulate overtopping over a low crested structure. Results obtained with the model are compared with those obtained with physical model tests for waves on a 1:20 slope of a submerged structure.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020440823ZK.pdf | 183KB | download |