Computing parameter Structure type: Trunk section Non-linear section Unit type: ACCROPODE™ ACCROPODE™ II CORELOC™ ECOPODE™ Brochure Design table Armour slope: 4/3 3/2 Concrete density: kg/m3 Water density: kg/m3 Significant wave height (Hs): m Breaking waves: yes no Seabed slope: % Bottom level of the armour*: m Upper level of the armour*: m Help topic Help topic *These values are not compulsory but allow to check the number of rows on the slope.

Identification Project name*: Project country*: Project description*:   Company*: First name*: Last name*: E-mail*: *We respect confidentiality and will not share your information with any other company. The information generated using this computing tool is only indicative and should only be used as an initial approach. Simulations may help clarify some of the main parameters but cannot be used directly to establish the actual basis for the armour design. The Designer remains totally responsible for the complete analysis and definition of the armour design. CLI can provide assistance and advice at all stages, whenever required, on issues that influence the final design.

Results Theoretical volume: m3 Standard volume: m3 Unit mass: t Unit height: m Armour thickness : m Rocks underlayer: t Underlayer thickness: m Concrete consumption: m3/m2 Number of units: u/100m2 Number of rows: u Result information Help topic To contact us  Download in PDF format

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