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The Accropode is a single-layer artificial armour unit developed by Sogreah in 1981. Accropode concrete armour units are applied in a single layer.
The Ecopode armour unit with a rock-like appearance was developed by Sogreah to enhance the natural appearance of concrete armourings above low water level. A patent application was filed in 1996. The color and type of rock-like appearance can be specified to match the surrounding landscape.
In 1999, Sogreah modified the original Accropode shape by chipping away excess materials and adding friction features in the form of small pyramids. A patent application was filed for this modified shape. In 2004 further modifications to the 1999 shape were made, resulting in the Accropode II. The shape modifications are intended to increase interlocking.
According to the developers, the modified shape results in factors comprising minimized rocking and settlement, maximized energy dissipation, reduced wave reflection and run-up/overtopping, and improved structural strength.
The Accropode technology has been applied on over 150 breakwater and seawall projects worldwide.
Specified stability coefficients at design stage:
- Hudson’s design KD values:
- 15 on trunk sections (16 for Accropode II)
- 11.5 on roundheads (12.3 for Accropode II)
- Van der Meer stability number:
NS = HS/(∆ Dn50)= 2.7 (2.8 for Accropode II)
HS = significant wave height
∆ = relative mass density
Dn50 = nominal diameter
These coefficients are valid for armour slopes from 3H/2V to 4H/3V and for seabed slopes up to 3%.
The uneven surface of the Ecopode improves interlocking by friction, thereby increasing hydraulic stability.
Advanced Numerical Study
The Maritime Engineering Division University Salerno (MEDUS) developed a new procedure to study, with a more detailed and innovative approach, the interactions between maritime breakwaters (submerged or emerged) and the waves, by an integrated use of CAD and CFD software.
In the numerical simulations the filtration motion of the fluid within the interstices, which normally exist in a breakwater, is estimated by integrating the RANS equations, coupled with a RNG turbulence model, inside the voids, not using a classical equations for porous media.
The breakwaters were modelled, as it happens in the full size construction or in physical laboratory test, by overlapping three-dimensional elements and the numerical grid was thickened in such a way to have some computational nodes along the flow paths among the breakwater’s blocks (AccropodeTM, Core-locTM, Xbloc).
Fork-lifting is effective for handling the small to medium size units, whereas large units are handled by sling. Placement for breakwaters generally requires a crane or a barge-mounted crane.
The units can be stored one on top of the other, and placed in a random attitude to obtain the specified packing density. The proper packing method provides an adequate coverage on breakwater slopes.
The use of a remote-release hook is used for placing the unit, while underwater placements may be enhanced by GPS, adhering to a theoretical grid, and allowing for reliable quality-assurance and quality-control procedures.
- Breakwater (structure)
- Erosion control
- Artificial reef
- Coastal erosion
- Ocean surface wave
- Ciria-CUR (2007) - Rock Manual - The use of rock in hydraulic engineering.
- K. d'Angremond (2004) - Breakwaters and closure dams.
- N.W.H. Allsop (2002) - Breakwaters, coastal structures and coastlines.
- J.W. Van der Meer (1988) - Rock slopes and gravel beaches under wave attack.
- Delft Hydraulics Laboratory (1987) - Stability of rubble mound breakwaters - Stability formula for breakwaters armoured with Accropode (report H 546).
- U.S. Army Corps of Engineer Waterways Experiment Station (WES) - Shore Protection Manual (1984) - Hudson formula based on Hudson's extensive work in the fifties.
|Wikimedia Commons has media related to Accropode.|
- Concrete Layer Innovations
- MEDUS (Maritime Engineering Division University Salerno)
- Specialized Company for ACCROPODE(TM) and one layer armouring breakwaters IDMER.NET