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Algeria - Arzew      (Lat: 35.82 Lon: -0.254 - click for map)
North breakwater

Rubble mound
New construction

Main breakwater data:  
Length (m) 1250   owner Port of Arzew
Waterdepth (m) 25   contractor
Construction time (years) 5   consultant
Start date (year) 1972   Hydraulic Laboratory
Completion date (year) 1978   comments Major failure during severe storm in 1980
Construction costs($106) 1234  
Design criteria  
Hs (m) 9.8  
Tz/Tp (s) 13/14.2  
slope/crest info
front slope 1:1.33 48 ton Tetrapod
rear slope 1:2 4 ton rock
crestheight (m) 9  
crest/caisson width (m) 0  
wallheight (m) 0  
no picture available
click on picture for enlargement
no drawing available
 


Reference documents:
Herbert, D.M., Waldron, P. [1991] Wave induced stresses in hollow cube armour units, proc. ICE breakwaters , p286 HR Wallingford EM10/79


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.