Abstract
The applicability of a Boussinesq-type wave model has been tested for cases of regular wave propagation in one horizontal dimension. The model (Chondros and Memos, 2012) is able to simulate wave propagation from deep through to shallow waters. Here an expansion is included, based on Metallinos and Memos (2012), coupling the main solver with a nonlinear Darcy-Forchheimer equation to cope with the interaction of waves and permeable submerged structures. Results for wave propagation over a permeable steep bar indicated a better behaviour of the model than when an impermeable one is present.
| Original language | English |
|---|---|
| Title of host publication | 3rd IAHR Europe Congress Book of Proceedings |
| Place of Publication | Porto, Portugal |
| Publisher | IAHR |
| Number of pages | 10 |
| ISBN (Print) | 978-989-96479-2-3 |
| Publication status | Published - Mar 2014 |
| Event | 3rd IAHR Europe Congress - University of Porto, Porto, Portugal Duration: 14 Apr 2014 → 16 Apr 2014 |
Conference
| Conference | 3rd IAHR Europe Congress |
|---|---|
| Country/Territory | Portugal |
| City | Porto |
| Period | 14/04/14 → 16/04/14 |
Keywords
- Boussinesq-type model
- Forchheimer flow
- pore-pressure distribution
- Regular waves
- Submerged breakwaters