2.1. The FOWF Platforms
The current FOWF in operation is Hywind Scotland 30 MW, the world’s first FOWF [
14]. It consists of 6 MW class wind turbines using the spar-buoy concept. Moreover, WindFloat Atlantic, the world’s first semi-submersible FOWF is fully operated with a total installed capacity of 25 MW using an 8.4 MW wind turbine [
15]. In addition to this, the construction of the 88 MW Hywind Tampen using the Siemens Gamesa 8 MW turbine with a spar-buoy floating system began in October 2020 [
16], and a 10 MW FOWT is still under development.
In this paper, we reviewed several platform types to design a 10 MW FOWT system. The FOWT systems are generally classified into spar-buoy, semi-submersible, and tension leg platforms (TLP) [
17,
18,
19,
20], as shown in
Figure 1. As a characteristic of each FOWT system, the spar-buoy has a very large cylindrical buoy, and the semi-submersible is a structure that secures the necessary stability by combining the main principles of spar-buoy + TLP. The TLP consists of a semi-submersible in a highly buoyant structure, and several tensioned mooring lines are attached to the structure and anchored to the seabed to increase buoyancy and stability [
20].
The 10 MW FOWT platform is being developed at the University of Ulsan as part of a joint research project in Korea based on the National Renewable Energy Laboratory (NREL) 5 MW floating concept [
21,
22,
23,
24]. Analysis by type showed that the spar-buoy had greater nacelle acceleration, load on wind turbines, and platform pitch than the semi-submersible and TLP, and mooring tension of the TLP was greater than that of the semi-submersible and spar-buoy. The semi-submersible was analyzed to be the most stable than the spar-buoy and TLP. Based on these findings, the semi-submersible type was selected as the platform type of a 10 MW FOWT.
Table 1 shows the specifications of the PMSG and SCSG designed with semi-submersible FOWT. The mass of the PMSG FOWT excluding the blade was calculated by referring to 10 MW of International Energy Agency (IEA) fixed offshore wind turbine [
25]. The blade mass of the PMSG FOWT was calculated as the same value as the SCSG FOWT, and the mass of the SCSG FOWT was calculated through a joint research project [
21].
2.2. Characteristic Comparison of the PMSG and SCSG Applied to 10 MW Class Wind Turbines
The larger the unit capacity of a wind turbine has more advantages, but as its weight increases, it is very difficult to install and maintain a tall tower capable of supporting a huge nacelle. Moreover, it is more difficult to install and operate at sea, not on land. In addition, as mass is added, the total cost also increases, limiting commercial viability. The SCSG has caught the attention of researchers as a solution to this problem. The SCSG can overcome the limitations of conventional PMSG through its lightweight and compact volume. At the same length, superconducting wires can acquire more magnetic fields than copper wires, making them more compact, which leads to easy transportation, reduced installation and maintenance costs.
Figure 2 shows the size comparison of the PMSG and SCSG of the same capacity.
By applying the SCSG, it is possible to design nacelles and supporting structures that can be safely operated by reducing the weight, and in the case of the FOWT, the size of the platform is reduced, which affects the reduction of CAPEX. In addition, rare earth requirements increase significantly with increasing the PMSG capacity, which leads to economic dependence on countries that exclusively own these resources. This problem can be reduced by using the SCSG. High-capacity wind turbines tend to use gearless types due to gearbox maintenance issues. The 10 MW gearless type generator uses a synchronous generator, so it is much larger and heavier than a geared type generator. Therefore, in the event of a breakdown of a large and heavy generator, it takes more time to repair, and due to the weight of the generator, there are few cranes that can lift a 10 MW PMSG. The SCSG requires a cooling system to maintain cryogenic temperatures, resulting in additional Operation & Maintenance (O&M) costs for the cooling system compared to the PMSG, which does not require a low-temperature cooler. In order to compare the PMSG and SCSG in terms of cost, we calculated the generator manufacturing cost. In the case of the PMSG, since the price of the generator calculated by the scaling equation is different from the price trend of the large-capacity generator, it was corrected through literature review. The total cost of 10 MW class PMSG was estimated at USD 7 million, and that of the SCSG was calculated taking into account the price of the SCSG components [
26]. The SCSG’s rotor consists of 10 modules and includes four coils per module.
Table 2 shows the price of one rotor module.
The price of the SCSG, taking into account all components, the stator, and 10 rotor modules, is given in
Table 3. Comparing the price of the two generators, the PMSG price is 7.0 (MUSD) and the SCSG price is 14.2 (MUSD), respectively.
The weights of the PMSG and SCSG were 323 tons and 120 tons, respectively. The SCSG weight was close to one-third of the PMSG weight, but the price doubled as shown in
Figure 3.
The big difference in price between the PMSG and SCSG is due to the price of superconducting wire.
Figure 4 shows the ratio of the SCSG generator components to cost. The 10 MW class SCSG was designed with superconducting wires from two companies in consideration of economy and performance. The superconducting wire was composed of 4182 m from company A and 5662 m from B. The average price of a superconducting wire applied to the 10 MW SCSG is USD 76.6 per meter. Therefore, the total price of the superconducting wire applied to the 10 MW SCSG design is USD 0.68 million, accounting for about 55% of the price of one rotor module and 50% of the total price of the SCSG. For this reason, the SCSG still has an obstacle to commercialize in terms of price.
2.3. Economic Feasibility Study of the PMSG Type FOWF and the SCSG Type FOWF
To analyze the economic feasibility of a FOWF with different types of generators, the LCOE of each FOWF was calculated. The LCOE is a measure of the average net present cost of electricity generation for a generating plant over its lifetime [
27]. The LCOE is calculated as the ratio of all the discounted costs over the lifetime of an electricity generating plant divided by the discounted sum of the actual amount of energy delivered [
28].
The LCOE was calculated as follows:
where
FCR = fixed charge rate (1/year)
ICC = initial capital cost (USD)
AEP = net annual energy production (kWh/year)
AOE = annual operating expenses = (LLC + O&M + LRC)/AEP
LLC = land lease cost
O&M = levelized operating and management cost
LRC = levelized replacement/overhaul cost
The PMSG and SCSG type FOWTs were scaled up based on the NREL 5 MW OC4 wind turbine considering the floating type. The 10 MW FOWT has an aerodynamic rotor diameter of 178.2 m and a rated rotational speed of 9.69 rpm. Both types of generators were considered direct-driven. The specifications of a 10 MW class FOWT are shown in
Table 4.
The FOWF has a capacity of 200 MW and is located 58 km from the coast. Components of the FOWF include FOWT, converter station, and submarine cables. Considering the distance to the shore, the transmission system was chosen as an High Voltage Direct Current (HVDC) system. Collection and transmission systems voltage levels were chosen as 66 kV and 154 kV, respectively, taking into account the cable rating as shown in
Figure 5.
The offshore wind farm topologies include a radial topology, a single-sided ring, a double-sided ring, and a star topology [
29]. Topologies for the offshore wind farm collection system are proposed by previous researches [
29,
30,
31]. The number of components of a FOWF depends on the topology. In this study, a radial configuration that is economical and easy to install was selected. To analyze the economic feasibility of a 10 MW class wind turbine, the cost was calculated based on the scaling equation studied in [
32,
33]. The platform of the FOWT for economic analysis is a semi-submersible type. For economic analysis, turbine capital cost (TCC), balance of station cost (BOS), initial capital cost (ICC), levelized replacement cost (LRC), land lease cost (LLC), operation and maintenance cost (O&M), capacity factor (CF), annual energy production (AEP), fixed-charge rate (FCR), the rotor diameter of the wind turbine (D
WT), and the capacity of the wind turbine (C
WT) were considered. The wind turbine components and the cost formulas for calculating the TCC are shown in
Table 5. The cost formulas were referenced the NREL wind turbine design cost and scaling model, and the 10 MW wind turbine data were used to calculate the TCC by the scaling equation.
The CAPEX for wind turbines includes the TCC and BOS. The BOS of a wind turbine represents the total cost excluding turbine cost. The BOS was calculated including the substructure components based on a 10 MW wind turbine design [
33]. The cost formulas for calculating the BOS are shown in
Table 6.
Table 7 shows the items required for the calculation of the LCOE. Among the items, the ICC is the initial cost, and the LRC, the LLC, and the O&M are the factors of the annual cost. The CF is the average output power divided by the maximum power, and the AEP is the annual energy production. The FCR is covered by construction financing, financing fees, debt, equity returns, depreciation, income tax, property tax and insurance.
A contingency cost formula was defined considering the FOWT price is USD 4.9 million per MW due to the early stage domestic manufacturing technology of the FOWT. Due to the cooling system, the SCSG type FOWT adds 20% and 15% of the LRC and O&M costs, respectively [
34]. In addition, the capacity factor of the FOWT was calculated as 44.3% through the Weibull distribution analysis based on the wind condition data measured at the sea of Ulsan, Korea [
35]. The expansion from the floating system to the wind farm includes collection systems, converter stations, and transmission systems. Each element price was investigated to calculate including the components of the wind farm as shown in
Table 8. The price of the dynamic submarine cable used in the FOWT was calculated taking into account the price 30–50% higher than the fixed type [
36].
To calculate the operating expenditure (OPEX) of the FOWF, the items related to the operation and maintenance of wind turbines and cables were considered as shown in
Table 9.
The O&M cost of the wind turbine was calculated based on the cost equation in the NREL report [
39]. Assuming that the water depth is appropriate, the O&M cost of the semi-submersible type FOWT can be calculated as Equation (2).
where,
x is the water depth and
y is the O&M cost.
The collection cable loss cost was calculated as Equation (3) based on the AC cable [
40].
where,
Cin,loss is the collection cable loss cost,
CE is the energy generation cost per kWh,
is the number of collection system cable feeders,
CF is the capacity factor,
PFeeder,k is the sum of the rated capacity of the wind turbine installed at the
kth feeder,
is the internal network voltage level,
pf is the power factor,
Rin is the resistance per unit length of the collection system cable, and
lin,k is the
kth collection system feeder cable length.
The cable O&M cost was calculated as Equation (4).
where,
Cm,t is the cable O&M cost,
Crepair is the repair cost in case of one failure of cable,
are the annual failure rate per unit length of the collection system and transmission system cable,
is the transmission cable length, and
is the number of transmission system cable lines.
The cost of energy not supplied was calculated as Equations (5) and (6).
where
CENS is the cost of energy not supplied,
is the capacity of the wind farm, and
and
are the collection system and the transmission system cable repair rates.