Value 0.80 m 10.7 s 4.1 m 2 0.2 5 2600 kg/m3 6 hours
Core Details
Secondary Armour
Primary Armour
50% Passing 15% Passing 85% Passing 50% Passing 15% Passing 85% Passing 50% Passing 15% Passing 85% Passing
Unfactored Diameter (m) Mass (kg) 0.30 70 0.27 50 0.34 100 0.16 10 0.14 10 0.18 10 0.06 1 0.05 0 0.06 1
Factored by 10% Diameter (m) Mass (kg) 0.31 80 0.28 60 0.35 110 0.16 10 0.16 10 0.16 10 0.06 1 0.05 0 0.07 1
Comments Wave Height Exceeded at toe of structure 6 hours every 100 years 100 years ARI Tp = 15.0s Depth = -1.1mAHD Bed level at toe of structure + 2.3m Flood Level + 0.9m SLR Batter Slope Porosity of Structure Damage Factor Dry Rock Density Typical Wave Event Duration
Rock Armour Specifications (Van Der Meer (1998)):
Tz d cot P SD Wr Storm Duration
Design Criteria: Component H100
Training Wall Armour Design Calculations Rock Sizings to Resist Wave Action Structure: Revetment Wall - Karagi Point Section: Section C: +4.5mAHD Crest Level