ACCROPODE™ 
 Background
 Hydraulic stability
 Robustness
 Practical aspects
 References
ACCROPODE™ II 
 Background
 Hydraulic stability
 Robustness
 Practical aspects
 References
CORE-LOC™ 
 Background
 Hydraulic stability
 Robustness
 Practical aspects
 References
ECOPODE™ 
 Background
 Hydraulic stability
 Robustness
 Practical aspects
 References
References fr Home Print
Al Duqum port and dry dock complex
New port at Duqum about 500 kms south of Muscat - Main and lee breakwaters (2.6 and 2.4 km respectively)



Country : Oman
Start of work : August 2007
Completion :  In progress
Type of block : CORELOC™
Block size used (m3) :
       3 - 8.5
Design wave
        Hs (m) : 5.8
        Tp  (s) : 9.4
Max water depth  (m) : 19
Length of structure (m) : 5000
Armour slope H/V : 3/2
Physical modelling
        2D : yes
        3D : yes

 
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