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130 Norway - Arviksand      (Lat: 70.1987 Lon: 20.5171 - click for map)

Berm breakwater

Main breakwater data:  
Length (m) 0   owner
Waterdepth (m) 12   contractor
Construction time (years) 0   consultant
Start date (year) 0   Hydraulic Laboratory
Completion date (year) 1991   comments Design wave height is at 20m depth. Rock weight as used inmodel tests.
Construction costs($106) 0  
Design criteria  
Hs (m) 6.4  
Tz/Tp (s) 0/15  
slope/crest info
front slope 1:1.3 10 ton Rock
rear slope 1:0 6 ton Rock
crestheight (m) 10  
crest/caisson width (m) 0  
wallheight (m) 0  
no picture available
click on picture for enlargement
no drawing available
 


Reference documents:
www.angelreisen-borchert.com PIANC, [2003], 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.