International 130 Norway - Arviksand
(Lat: 70.1987 Lon: 20.5171 - click for map) Berm breakwater
Main breakwater data:
Construction time (years)
Start date (year)
Completion date (year)
Design wave height is at 20m depth. Rock weight as used inmodel tests.
front slope 1:1.3
rear slope 1:0
crest/caisson width (m)
click on picture for enlargement
PIANC, , State-of-the-art of designing and constructing berm breakwaters
Juhl & Jensen, Features of berm breakwaters and practical experience, Copedec 1995
This is a database prepared by HR Wallingford and TU Delft with the assistance of the international breakwater community and has been made freely available for the benefit of breakwater designers, contractors owners and developers worldwide. The database is subject to regular updating as information becomes available, however the development and maintenance of this database relies primarily on information supplied or published by third parties and no responsibility can be taken for the accuracy of data supplied.
130 Norway - Arviksand
(Lat: 70.1987 Lon: 20.5171 - click for map)