Cerbère cove protection (France)

Reconstruction of the Cerbère Breakwater
Breakwater in reconstruction | Artelia hydraulics
Breakwater in reconstruction

Client: Cerbère town - Scale: 1/43.5

The context

The breakwater protecting Cerbère cove was completely destroyed during the storm of 26 December 2008. In the framework of design and supervision services assigned to ARTELIA to rebuild the breakwater, a wave tank stability study was performed in order to validate the arrangement of the new breakwater, 100 m long at water depths between 6 and 10 m.

The model in wave basin | Artelia
The model in wave basin

What is represented on the model ?

  • Topography of the entire cove,
  • Significant details of the village and parts likely to be submerged (road, beach, waterfront),
  • The new seawall, 100m long, armoured with 9m3 ACCROPODE™ II blocks.

 

 

 

 

View of the breakwater after works | Artelia hydraulics
View of the breakwater after works

 

Overtoppings in storm condition | Artelia hydraulics
Overtoppings in storm condition

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Alternative tested on the model for rear slope reinforcement | Artelia hydraulics
Alternative tested on the model for rear slope reinforcement

Reinforcement of rear slope with grooved cubic blocks following model tests | Artelia hydraulics
Reinforcement of rear slope with grooved cubic blocks following model tests

 

 

 

 

 

 

 

 

 

 

Visit of the model by the project owner and his partners | Artelia hydraulics
Visit of the model by the project owner and his partners