Abstract
In this work the feasibility of a numerical wave tank using a hybrid particle-mesh method is investigated. Based on the Fluid Implicit Particle Method (FLIP) a generic formulation for the hybrid method is presented for incompressible multi-phase flows involving large density jumps and wave generating boundaries. The performance of the method is assessed for a standing wave, and the generation and propagation of a solitary wave over a flat and a sloping bed. These benchmark tests demonstrate that the method is a promising and attractive tool for simulating the nearshore propagation of waves.
Original language | English |
---|---|
Pages (from-to) | 21-28 |
Number of pages | 8 |
Journal | Procedia Engineering |
Volume | 175 |
DOIs | |
Publication status | Published - 2017 |
Event | 1st International Conference on the Material Point Method: Modelling Large Deformation and Soil–Water–Structure Interaction - Deltares, Delft, Netherlands Duration: 10 Jan 2017 → 13 Jan 2017 Conference number: 1 http://mpm2017.eu/home |
Keywords
- free surface flows
- Lagrangian-Eulerian
- Navier-Stokes
- numerical wave flume
- particle-mesh