| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 8060037 | Coastal Engineering | 2012 | 15 Pages |
Abstract
⺠We present a wave dissipation model (ADA model) applicable to surf-beat models. ⺠The state of breaking is advected shoreward, ensuring that its history is maintained. ⺠Cross-shore wave height and fraction of breaking is used to calibrate the model. ⺠The ADA model is validated against the Roelvink (1993) breaker model. ⺠The ADA model improves fraction of breaking results over the Roelvink (1993) model.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Ocean Engineering
Authors
Christopher Daly, Dano Roelvink, Ap van Dongeren, Jaap van Thiel de Vries, Robert McCall,