Design parametersE+W+S
6.—(1) In relation to a wind turbine generator, each gravity base foundation must not have a diameter at the level of the seabed which is more than 60 metres;
(2) In relation to a wind turbine generator, each suction caisson foundation must not have a diameter at the level of the seabed which is more than 35 metres;
(3) In relation to a wind turbine generator, each jacket foundation must not have—
(a)a pile diameter which is more than 4.6 metres in the case of pin piles or a suction caisson diameter which is more than 16 metres;
(b)more than four piles or more than four suction caissons;
(c)more than four legs.
(4) In relation to a wind turbine generator, each monopile foundation must not have a diameter which is more than 15 metres.
(5) The total amount of scour protection for the wind turbine generators must not exceed 1,348,686 m2.
(6) The total volume of scour protection for the wind turbine generators must not exceed 2,023,029 m3.
Commencement Information
I1Sch. 13 Pt. 2 para. 6 in force at 22.4.2022, see art. 1(2)