Abstract
The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model at The Hydraulics Laboratory, Department of Civil Engineering, University of Aalborg. The object was to study the stability/erosion of the breakwater head and the trunk, the latter exposed to both head-on and oblique irregular waves. To avoid too many parameters a simple breakwater geometry and only one class of stones were used.
| Original language | English |
|---|---|
| Publication date | 1987 |
| Number of pages | 14 |
| Publication status | Published - 1987 |
Keywords
- Berm Breakwater
- Trunk Erosion
- Oblique Waves