No — Damage Criteria and Minor Overtopping
Table 5.1. Kjj values for use in determining armour unit weight.
Armour units
na
Placement
Structure Trunk
Structure Head
Slope
D
Kd
Breaking
Wave
Non-Breaking
Wave
Breaking
Wave
Non-Breaking
Wave
Cot 0
Quarrystone
Smooth rounded
2
Random
1.2e
2.4
1.1
1.9
1.5 to 3.0
Smooth rounded
>3
Random
1.6
3.2
1.4
2.3
d
Rough angular
1
Randomb
b
2.9
b
2.3
d
1.9
3.2
1.5
Rough angular
2
Random
2.0
4.0
1.6
2.8
2.0
1.3
2.3
3.0
Rough angular
>3
Random
2.2
4.5
2.1
4.2
d
Rough angular
2
Spécial®
5.8
7.0
5.3
6.4
d
Parallelepipedf
2
Spécial®
7.0-20.0
8.5-24.0
—
—
Tetrapod and
5.0
6.0
1.5
Quadripod
2
Random
7.0
8.0
4.5
5.5
2.0
3.5
4.0
3.0
Tribar
8.3
9.0
1.5
2
Random
9.0
10.0
7.8
8.5
2.0
6.0
6.5
3.0
Dolos
2
Random
15.88
31.88
8.0
16.0
2.0h
7.0
14.0
3.0
(Continued')
5. Rubble Mound Structures
Table 5.1. Kjj values for use in determining armour unit weight.
Armour units
na
Placement
Structure Trunk
Structure Head
Slope
D
Kd
Breaking
Wave
Non-Breaking
Wave
Breaking
Wave
Non-Breaking
Wave
Cot 0
Quarrystone
Smooth rounded
2
Random
1.2e
2.4
1.1
1.9
1.5 to 3.0
Smooth rounded
>3
Random
1.6
3.2
1.4
2.3
d
Rough angular
1
Randomb
b
2.9
b
2.3
d
1.9
3.2
1.5
Rough angular
2
Random
2.0
4.0
1.6
2.8
2.0
1.3
2.3
3.0
Rough angular
>3
Random
2.2
4.5
2.1
4.2
d
Rough angular
2
Spécial®
5.8
7.0
5.3
6.4
d
Parallelepipedf
2
Spécial®
7.0-20.0
8.5-24.0
—
—
Tetrapod and
5.0
6.0
1.5
Quadripod
2
Random
7.0
8.0
4.5
5.5
2.0
3.5
4.0
3.0
Tribar
8.3
9.0
1.5
2
Random
9.0
10.0
7.8
8.5
2.0
6.0
6.5
3.0
Dolos
2
Random
15.88
31.88
8.0
16.0
2.0h
7.0
14.0
3.0
(Continued')
5. Rubble Mound Structures
