Abstract
The present report summarizes the test results obtained with a berm breakwater attacked by oblique waves. In the tests special attention is given to the influence of the rock shape on the longshore transport. Moreover, the reshaping berm profile and amount of wave overtopping is examined.
The tests were performed with a three-dimensional model during Jan.-Feb. 1996 in The Hydraulics & Coastal Engineering Laboratory, the Department of Civil Engineering, Aalborg University.
The tests were performed with a three-dimensional model during Jan.-Feb. 1996 in The Hydraulics & Coastal Engineering Laboratory, the Department of Civil Engineering, Aalborg University.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the Final Workshop Berm Breakwater Structures, Iceland, Nov. 1996 |
| Number of pages | 12 |
| Place of Publication | Aalborg |
| Publisher | Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University |
| Publication date | 1996 |
| Publication status | Published - 1996 |
| Event | The Final Workshop on Berm Breakwater Structures - , Iceland Duration: 1 Nov 1996 → … |
Conference
| Conference | The Final Workshop on Berm Breakwater Structures |
|---|---|
| Country/Territory | Iceland |
| Period | 01/11/1996 → … |
Bibliographical note
PDF for print: 56 pp.MAST Project: MAS2-CT94-0087
Keywords
- Breakwaters
- Breakwater Designs
- Berm Breakwaters
- Berm Breakwaters Designs
- Waves
- Oblique Waves
- Wave Overtopping
- Three-Dimensional Model