Bradbury, A. and Allsop, W. and Stephens, R. (1988) Hydraulics performance of breakwater crown walls. Technical Report. Hydraulics Research Wallingford.
![[img]](https://eprints.hrwallingford.com/style/images/fileicons/application_pdf.png) |
PDF
SR146.pdf Download (1MB) |
Abstract
A breakwater crown wall can increase the overall effectiveness of the structure in limiting wave overtopping. This study has addressed two of the major aspects of the design of breakwater crown walls: the efficiency with which such walls deal with wave overtopping; and the forces imparted to the front face of the crown wall. This report draws together information from previous studies, together with results from a series of random wave model tests.
| Item Type: | Monograph (Technical Report) |
|---|---|
| Subjects: | Coasts > Coastal structures |
| Divisions: | Coastal |
| Depositing User: | Unnamed user with email i.services@hrwallingford.com |
| Date Deposited: | 02 Apr 2020 09:41 |
| Last Modified: | 19 May 2020 14:32 |
| URI: | http://eprints.hrwallingford.com/id/eprint/203 |
Actions (for site administrators only - login required)
 |
View Item |
