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
Khalifa
Extension of the existing commercial harbour - Works include several kilometers of breakwaters and revetments extending out in the sea



Country : Abu Dhabi - UAE
Start of work : May 2008
Completion :  In progress
Type of block : ACCROPODE™
Block size used (m3) :
       1.5 - 2.2
Design wave
        Hs (m) : 4.3
        Tp  (s) : 9
Max water depth  (m) : 12.4
Length of structure (m) :
Armour slope H/V : 4/3
Physical modelling
        2D : yes
        3D : yes

 
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           Al Duqum Port

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  Marchica Inlet 

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