Life Cycle Assessment of a Barge-Type Floating Wind Turbine and Comparison with Other Types of Wind Turbines

: The intensive increase of global warming every year affects our world negatively and severely. The use of renewable energy sources has gained importance in reducing and eliminating the effect of global warming. To this end, new technologies are being developed to facilitate the use of these resources. One of these technological developments is the ﬂoating wind turbine. In order to evaluate the respective environmental footprint of these systems, a life cycle assessment (LCA) is herein applied. In this study, the environmental impact of ﬂoating wind turbines is investigated using a life cycle assessment approach and the results are compared with the respective ones of onshore and jacket offshore wind turbines of the same power capacity. The studied ﬂoating wind turbine has a square foundation that is open at its centre and is connected to the seabed with a synthetic ﬁbre-nylon anchorage system. The environmental impact of all life cycles of such a structure, i.e., the manufacture, the operation, the disposal, and the recycling stages of the wind turbines, has been evaluated. For these ﬂoating wind turbines, it has been found that the greatest environmental impact corresponds to the manufacturing stage, whilst the global warming potential and the energy payback time of a 2 MW ﬂoating wind turbine of a barge-type platform is higher than that of the onshore, the jacket offshore (2 MW) and the ﬂoating (5 MW) wind turbines on a sway ﬂoating platform.


Introduction
Despite the fact that progress is being made towards the seventh UN sustainable development goal [1], with encouraging signs that energy is becoming more sustainable and widely available, the world still relies on traditional fossil energy. The latter is the dominant contributor to climate change, accounting for around 60% of the total global greenhouse gases emissions [1].
According to the long-term climate change strategy recently agreed, universal access to affordable, sustainable energy services should be ensured by 2030, and society should be climate-neutral by 2050 [2]. According to this, wind energy stands as a prominent renewable source that encourages the development of innovative wind energy systems with enhanced output generation capacity. Such new developments are floating wind turbines or very tall onshore turbines [2].
Increasing environmental problems, energy costs, and diminishing nonrenewable energy sources oblige people to prefer renewable energy sources such as wind, solar, and hydropower [3]. Renewable energy sources are provided from natural resources and are sustainable energies. Renewable energy sources are not only clean, safe, and environmentally friendly, but also cost-effective and inexhaustible [4]. The negative impacts of renewable energy resources are limited and insignificant compared to the other traditional energy resources as sustainable energy has a limited negative impact on natural vegetation Until now, LCA studies have been focused on different wind turbine designs and sizes of onshore and offshore wind turbines. Demir and Taskin [16] studied the environmental impact of onshore wind turbines having different heights and sizes. They recommend large-size wind turbines with alternative environmentally friendly materials to decrease the environmental emissions. Guezuragaet et al. [17] conducted the LCA of 2 and 1.8 MW steel wind towers. They highlighted higher environmental emissions during the manufacturing phase. Gervásio et al. [18] focused on the LCA of concrete, steel, and composite wind turbine towers having different heights and sizes. It has been pointed out that the environmental impact of using steel towers is less than other towers. Gkantou et al. [11] focused on the environmental impact of two tall hybrid towers. The towers consisted of two parts, a top tubular part and the bottom lattice part with either four or six legs. The four-legged hybrid tower exhibited a lower environmental impact than the six-legged one. Stavridou et al. [19] analysed comparatively a 2 MW tall tubular tower and a lattice wind tower and concluded that the lattice tower has lower environmental impact and energy-payback time. Alsaleh and Sattler [20] studied the environmental impact of large onshore wind farms in the US. The manufacturing stage was more than 60% of the total CO2 contribution. Moreover, extension of the lifetime of the wind farm, such as to 25 and 35 years, was analysed. These extended lifetimes have lower impacts per kWh of electricity generated. Lanzen and Wachsmann [21] compared the LCA of wind turbines in different geographical locations (e.g., Brazil and Germany) considering the manufacturing locations of the components. They considered the distance from the manufacturing area of Until now, LCA studies have been focused on different wind turbine designs and sizes of onshore and offshore wind turbines. Demir and Taskin [16] studied the environmental impact of onshore wind turbines having different heights and sizes. They recommend large-size wind turbines with alternative environmentally friendly materials to decrease the environmental emissions. Guezuragaet et al. [17] conducted the LCA of 2 and 1.8 MW steel wind towers. They highlighted higher environmental emissions during the manufacturing phase. Gervásio et al. [18] focused on the LCA of concrete, steel, and composite wind turbine towers having different heights and sizes. It has been pointed out that the environmental impact of using steel towers is less than other towers. Gkantou et al. [11] focused on the environmental impact of two tall hybrid towers. The towers consisted of two parts, a top tubular part and the bottom lattice part with either four or six legs. The four-legged hybrid tower exhibited a lower environmental impact than the six-legged one. Stavridou et al. [19] analysed comparatively a 2 MW tall tubular tower and a lattice wind tower and concluded that the lattice tower has lower environmental impact and energy-payback time. Alsaleh and Sattler [20] studied the environmental impact of large onshore wind farms in the US. The manufacturing stage was more than 60% of the total CO 2 contribution. Moreover, extension of the lifetime of the wind farm, such as to 25 and 35 years, was analysed. These extended lifetimes have lower impacts per kWh of electricity generated. Lanzen and Wachsmann [21] compared the LCA of wind turbines in different geographical locations (e.g., Brazil and Germany) considering the manufacturing locations of the components. They considered the distance from the manufacturing area of wind turbine components to the place of operation of the wind turbine in five different scenarios, such as production in Germany and operation in Brazil. The scenario of production and operation in Brazil has a lower kg CO 2 /kWh than other scenarios. In addition, Kaldellis and Apostolou [22] studied the life cycle energy and CO 2 emission comparison of offshore and onshore wind energy systems. Offshore wind turbines have a large carbon footprint; however, they are the best choice considering their high energy efficiency. Huang et al. [23] evaluated the LCA of offshore aeolian farms considering two different substations (onshore and offshore). They highlighted that the high environmental impact corresponds to the offshore substation; they also concluded that the impact could be moderated using recycled materials. Considering twenty past studies, Bhandari et al. [24] investigated the GHG emissions and the annual energy yields (AEY) of single onshore and offshore wind turbines. The results of Bhandari et al. highlighted a correlation between the GHG to the AEY for onshore wind farms and single wind turbines. Kasner et al. [25] investigated the energy efficiency and environmental effects of wind turbines with a lifespan of 25 years and 50 years, using the sustainable modernization method. To increase the lifetime of the wind turbine to 50 years, it was extended by replacing components, such as rotor, blades, structure parts etc., and maintaining them at the required time. In this study, they analysed the environmental impacts of a wind turbine with a life of 50 years and a new wind turbine that has completed its 25-year lifetime and which will operate again for 25 years. They highlighted that the greenhouse gas emission of the wind turbine with a lifetime 50 years, is lower by 40-50% than that of two wind turbines during their 25-year life periods [25].
LCA of onshore and offshore wind turbines has been investigated in the past as shown in Table 1. These past studies have focused on a wind turbine in a specific area, comparing other wind turbines or renewable energy sources (solar), different heights, wind tower materials (steel, concrete, etc.), and wind turbine size. The results of these LCA studies, environmental impacts and energy payback time of a wind turbine have been calculated and these results have been interpreted. The first floating wind turbine was built in Scotland in 2017 by Equinar and Masdar Companies [38]. This newly developed wind turbine attracted the interest of researchers who perform LCA on wind turbines. Currently, four studies related to LCA of floating wind turbines have been published [ Table 2]. Weinzettel et al. [39] focused on comparative LCA of a 5 MW sway floating wind power plant, a 2 MW offshore turbine, and a natural gas electricity system. The energy payback time and the CO 2 emissions of the floating wind power plant were calculated at 5.2 months and 3 ×10 −4 kg, respectively. This comparative study shows that the sway floating wind power plant has less environmental impact than the 2 MW offshore wind power plant and a natural gas electricity system. Randal et al. [40] compared the GHG emission and energy performance of six different wind turbines. These wind turbines have different foundations and mooring designs: spar, two tension-leg-buoy (MIT and UMaine TLB), sway, semisubmersible floating, and jacket bottom-fixed designs. According to the results of Randal et al., the lowest GHG emission was of the MIT TLB at 18.0 g CO 2 eq./kWh, while the semisubmersible design had a higher value (31.4 gCO 2 eq./kWh). Furthermore, they stated that wind turbines with a higher energy payback ratio and lower energy payback time have the best energy performance. Taking account of that shows that MIT TLB and jacket offshore wind turbines have the best performance, and steel platforms and anchor cables have high contributions to the total CO 2 emissions. Elginoz and Bas [41] focused on the life cycle assessment of a floating multiuse offshore platform farm that combines a wind and a wave energy system, considering the overall environmental impact. In addition, this study includes a comparative analysis of a spar platform with a single-use semisubmersible one over a lifespan of 25 years. As a result of their research, for the semisubmersible floating wind turbine they concluded that the amount of terrestrial ecotoxicity, freshwater aquatic ecotoxicity and eutrophication is high. Kausche et al. [42] investigated the economic and environmental impact of a tension leg platform floating wind turbine. The first objective of their study was to investigate a possible reduction of the economic impact and investment cost, and the second one was the curtailment of CO 2 emissions during the manufacturing process of the system. Three types of floating wind turbines, steel-concrete, steel-reinforced concrete, and steel structure, were designed and analysed considering the economic and environmental impact. Concerning the CO 2 emissions, the steel-concrete turbine has a lower value of about 395 t/MW, while the best economic result corresponds to the steel-concrete wind turbine [42]. As can be observed in Table 2, the published literature on floating wind turbine towers has been collected and presented in chronological order. The four studies focused on the LCA of five different types of floating platforms, sway, spar, TLB, semisubmersible, and TLP. As a result of a comprehensive literature review, the LCAs of wind turbines were analysed considering parameters such as turbine size, height, design, location, type of turbine. In the light of the literature review, the present study aims to analyse the environmental impacts of the barge-type floating wind turbine and compare it to the environmental impacts of the spar floating, the onshore, and the jacket offshore wind turbines.

The Barge-Type Floating Wind Turbine
For the present study, the LCA of a barge-type floating wind tower was examined considering the boundaries shown in Figure 1. Realistic site data [37,43] and published data [44] were used in this work. The LCA of the floating wind turbine was then conducted using the open-source Gemis 5 software [45]. The software can also perform life cycle costing (LCC) and social life cycle assessment, calculate the carbon and water footprints, produce the environmental product declaration (EPD) and investigate the integrated product policy (IPP). The software is used in the Europa database and it details the required primary energy for the process, the amount of emissions, and the energy flow of the system. The software calculates carbon dioxide (CO 2 ), methane (CH 4 ), and nitrous oxide (N 2 O). The unit of these gases is measured in equivalents kg/kWh [17].
The barge-type floating wind tower consists of a 60 m steel tubular tower which is made of two parts. The length of the lower part is 25 m, and the top part is 35 m. The total weights of the tower and the transition piece are 133 tonnes (t) and 50 tonnes (t), respectively. The turbine is a 2 MW Vestas 80V (40 m blade length) [37,43].
The floating foundation is a barge-type platform that is a square ring-shaped (open in its centre, 36 m wide, 9.5 m high, 7.5 m draft) and made of concrete (C55/67) and steel reinforcement ( Figure 2). This steel part is designed as a grilled plate in the platform ( Figure 3). The square ring shape is named pool, and dimension 20 × 20 m ( Figure 3). The mooring system is semitaut. This mooring system is the best solution for deep water [38]. In this mooring line system, synthetic fibre-nylon ropes connect the floating platform to the seabed. The significant advantage of the rope is that it is not prone to corrosion [42][43][44]46]. Different material combinations of floating wind tower (tension-leg-platform) were investigated. These combinations were steel, steel-concrete, and steel-reinforced concrete.

The Barge-Type Floating Wind Turbine
For the present study, the LCA of a barge-type floating wind tower was examined considering the boundaries shown in Figure 1. Realistic site data [37,43] and published data [44] were used in this work. The LCA of the floating wind turbine was then conducted using the open-source Gemis 5 software [45]. The software can also perform life cycle costing (LCC) and social life cycle assessment, calculate the carbon and water footprints, produce the environmental product declaration (EPD) and investigate the integrated product policy (IPP). The software is used in the Europa database and it details the required primary energy for the process, the amount of emissions, and the energy flow of the system. The software calculates carbon dioxide (CO2), methane (CH4), and nitrous oxide (N2O). The unit of these gases is measured in equivalents kg/kWh [17].
The barge-type floating wind tower consists of a 60 m steel tubular tower which is made of two parts. The length of the lower part is 25 m, and the top part is 35 m. The total weights of the tower and the transition piece are 133 tonnes (t) and 50 tonnes (t), respectively. The turbine is a 2 MW Vestas 80V (40 m blade length) [37,43].
The floating foundation is a barge-type platform that is a square ring-shaped (open in its centre, 36 m wide, 9.5 m high, 7.5 m draft) and made of concrete (C55/67) and steel reinforcement ( Figure 2). This steel part is designed as a grilled plate in the platform (Figure 3). The square ring shape is named pool, and dimension 20 × 20 m (Figure 3). The mooring system is semitaut. This mooring system is the best solution for deep water [38]. In this mooring line system, synthetic fibre-nylon ropes connect the floating platform to the seabed. The significant advantage of the rope is that it is not prone to corrosion [42][43][44]46].

Boundary System
The boundary system is the stage that materials, energy inflows and outflow the life cycle stages are specified in a product [28]. In Figure 1, the boundary system life cycle assessment for a wind turbine are depicted. In the present analysis, all life stages have been considered.

Manufacture Stage
The barge-type floating wind turbine was manufactured by European contr companies. In Table 3 the mass distribution of the system is presented. It is shown the platform including the mooring system has the largest mass. Here, the floating turbine platform is made of concrete and steel and the mooring system is compos steel, cast iron, polyurethane foam, and nylon fibres. The anchors comprise two part fluke and shank, with dimensions of 7 m × 4 m × 1 m and 3 m × 7 m × 3 m, respect The other parts of the system are the tower, the nacelle, and the rotor, which were m factured in Spain. The nacelle is made of steel, aluminium, cast iron, glass fibre-reinf plastic, and copper. The rotor consists of three blades which are made of glass fibre forced plastic and cast iron [43].

Transportation Stage
This stage involves transporting all components from the factory/workshop t site area. LCA of this stage is dependent on the type of vehicle, distance (factory t area), and the emissions during the production of fuels [11]. In this study, cargo v and road transportation were utilised. Moreover, in Section 5.2, different transpor scenarios are considered and analysed.

Boundary System
The boundary system is the stage that materials, energy inflows and outflows and the life cycle stages are specified in a product [28]. In Figure 1, the boundary system of the life cycle assessment for a wind turbine are depicted. In the present analysis, all life cycle stages have been considered.

Manufacture Stage
The barge-type floating wind turbine was manufactured by European contractor companies. In Table 3 the mass distribution of the system is presented. It is shown that the platform including the mooring system has the largest mass. Here, the floating wind turbine platform is made of concrete and steel and the mooring system is composed of steel, cast iron, polyurethane foam, and nylon fibres. The anchors comprise two parts: the fluke and shank, with dimensions of 7 m × 4 m × 1 m and 3 m × 7 m × 3 m, respectively. The other parts of the system are the tower, the nacelle, and the rotor, which were manufactured in Spain. The nacelle is made of steel, aluminium, cast iron, glass fibre-reinforced plastic, and copper. The rotor consists of three blades which are made of glass fibre-reinforced plastic and cast iron [43].

Transportation Stage
This stage involves transporting all components from the factory/workshop to the site area. LCA of this stage is dependent on the type of vehicle, distance (factory to site area), and the emissions during the production of fuels [11]. In this study, cargo vessels and road transportation were utilised. Moreover, in Section 5.2, different transportation scenarios are considered and analysed.

Erection Stage
In this stage, a forklift and a heavy mobile crane were utilised for the land erection stage. In addition to the sea erection stage, the floating wind turbine was transported by three tugboats to the area of construction (Figure 4).

Erection Stage
In this stage, a forklift and a heavy mobile crane were utilised for the land erection stage. In addition to the sea erection stage, the floating wind turbine was transported by three tugboats to the area of construction (Figure 4).

Operation and Maintenance Stage
In the operation stage, it was considered that the operation time of the barge-type platform would have been 3000 h per year [46]. Taking into account the performance of the wind turbine, the annual electricity generation is 6 GWh. During the maintenance stage, it is assumed that the wind energy systems gearbox has to be changed once in the lifetime of the turbine, and that all components must be examined and lubricated twice a year by specialised personnel.

Disposal and End-of-Life Stage
Following the operation and maintenance stage of the wind turbine tower, the next and final stage is its disposal at the end of its life. The end-of-life stage is conducted according to previous studies [9]. Concrete, glass fibre and nylon fibre materials are landfilled 20 km away from the coast. Here the recyclable percentage of steel and cast iron was assumed to be 85% [11]

Life Cycle Inventory (LCI)
A life cycle inventory (LCI) comprises energy requirements and input-output material flows of a product system. The LCI of a wind turbine is its energy requirements and input-output data, which come from the manufacture, transportation, erection, operation and maintenance, and disposal steps of the product [11]. The LCI refers to the tower, the nacelle, the foundation and the rotor of the floating wind turbine tower and the respective data have been collected in order to carry out the LCA. According to the life cycle stages and product units, the derived data were categorized and imported to the software. The collected data from the barge-type floating wind turbine are presented in Table 4. This table provides information categorised by life stage and structure components.

Operation and Maintenance Stage
In the operation stage, it was considered that the operation time of the barge-type platform would have been 3000 h per year [46]. Taking into account the performance of the wind turbine, the annual electricity generation is 6 GWh. During the maintenance stage, it is assumed that the wind energy systems gearbox has to be changed once in the lifetime of the turbine, and that all components must be examined and lubricated twice a year by specialised personnel.

Disposal and End-of-Life Stage
Following the operation and maintenance stage of the wind turbine tower, the next and final stage is its disposal at the end of its life. The end-of-life stage is conducted according to previous studies [9]. Concrete, glass fibre and nylon fibre materials are landfilled 20 km away from the coast. Here the recyclable percentage of steel and cast iron was assumed to be 85% [11]. Further assumptions are as follows [

Life Cycle Inventory (LCI)
A life cycle inventory (LCI) comprises energy requirements and input-output material flows of a product system. The LCI of a wind turbine is its energy requirements and input-output data, which come from the manufacture, transportation, erection, operation and maintenance, and disposal steps of the product [11]. The LCI refers to the tower, the nacelle, the foundation and the rotor of the floating wind turbine tower and the respective data have been collected in order to carry out the LCA. According to the life cycle stages and product units, the derived data were categorized and imported to the software. The collected data from the barge-type floating wind turbine are presented in Table 4. This table provides information categorised by life stage and structure components.

LCA Results for the Barge-Type Floating Wind Turbine
The LCA of the barge-type floating wind turbine included all life cycle stages from raw materials to the end of its life. The lifespan of the floating wind turbine is assumed to be 20 years [11]. Table 5 contains a summary of the LCA of the barge-type floating wind turbine. The majority of the past studies focused on the following four environmental impacts: global warming potential (GWP), acidification potential (AP), abiotic depletion potential for fossil fuels (ADPF), and energy payback time, where • Abiotic depletion potential for fossil fuels focused on the non-renewable resource is measured in MJ; • Global warming potential is related to CO 2 emissions measured in CO 2 -equivalent; • AP values show aggregated acid air emissions measured in SO 2 -equivalent; • The energy payback time, a ratio of primary energy to annual energy produced by a wind turbine, is calculated in months and years [11].
The global warming potential, AP, and ADPF of each component and life cycle stage are presented in Figures 5 and 6. As can be observed in Figure 5, it can be seen that the foundation component has the largest percentage of all the components in measures of global warming potential, acidification potential, and abiotic depletion potential for fossil fuels. The foundation component constitutes 81% of the total equivalent GWP of the floating wind turbine. This could be related to the use of steel, concrete, nylon fibre and polyurethane, and the long usage of the crane and tugs. Likewise, the ADPF and acidification potential percentage of the foundation component is higher than the other 78% and 79%, components respectively. The second highest GWP and ADPF is the tower component, at 10% and 11%, respectively. The second highest AP is reported at 9% for both the tower and nacelle components. The main reason for this high value for the nacelle is using large amounts of iron and steel in its production/manufacture stage. On the other hand, the lowest value of GWP, AP and ADPF is obtained at nearly 4% for the rotor component.

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The energy payback time, a ratio of primary energy to annual energy produced by a wind turbine, is calculated in months and years [11]. The global warming potential, AP, and ADPF of each component and life cycle stage are presented in Figures 5 and 6. As can be observed in Figure 5, it can be seen that the foundation component has the largest percentage of all the components in measures of global warming potential, acidification potential, and abiotic depletion potential for fossil fuels. The foundation component constitutes 81% of the total equivalent GWP of the floating wind turbine. This could be related to the use of steel, concrete, nylon fibre and polyurethane, and the long usage of the crane and tugs. Likewise, the ADPF and acidification potential percentage of the foundation component is higher than the other 78% and 79%, components respectively. The second highest GWP and ADPF is the tower component, at 10% and 11%, respectively. The second highest AP is reported at 9% for both the tower and nacelle components. The main reason for this high value for the nacelle is using large amounts of iron and steel in its production/manufacture stage. On the other hand, the lowest value of GWP, AP and ADPF is obtained at nearly 4% for the rotor component. As far as the share among the life cycle stages is concerned, Figure 6 demonstrates that production/manufacture is the stage with the biggest contribution of global warming potential (CO 2 ), acidification potential (SO 2 ), and abiotic depletion potential for fossil fuels (MJ). GWP of the production/manufacture stage is 94%. As a matter of fact, in line with past studies [11,[16][17][18][19][20][21][22][23][24][25], Tables 1 and 2 show the largest GWP contribution comes from the production/manufacture stage in wind turbines. It can be decreased using alternative materials with the lowest CO 2 emissions or reducing the amounts of concrete and steel for the production/manufacture stage. The lowest contribution to GWP, AP and ADPF are derived from the transportation stage. It can be clearly seen that the erection stage is much higher compared to that of other stages, considering the contribution to GWP, AP, and ADPF. Given that the erection stage entails consumption of fuel, long-time usage of the crane and tugs, the amounts of GWP, AP, and ADPF are expected to be higher than other stages in the erection stage. Regarding energy performance, the energy payback time, as defined in this section, has been calculated as 1.13 years. In the aforementioned studies, EPT values were reported between 1.6 and 2.7 years. As a matter of fact, EPT and energy performance of the wind energy have opposite correlations. Hence, it is expected that the smaller the EPT, the better the energy performance.
As far as the share among the life cycle stages is concerned, Figure 6 demonstrates that production/manufacture is the stage with the biggest contribution of global warming potential (CO2), acidification potential (SO2), and abiotic depletion potential for fossil fuels (MJ). GWP of the production/manufacture stage is 94%. As a matter of fact, in line with past studies [11,16,17,18,19,20,21,22,23,24,25], Tables 1 and 2 show the largest GWP contribution comes from the production/manufacture stage in wind turbines. It can be decreased using alternative materials with the lowest CO2 emissions or reducing the amounts of concrete and steel for the production/manufacture stage. The lowest contribution to GWP, AP and ADPF are derived from the transportation stage. It can be clearly seen that the erection stage is much higher compared to that of other stages, considering the contribution to GWP, AP, and ADPF. Given that the erection stage entails consumption of fuel, long-time usage of the crane and tugs, the amounts of GWP, AP, and ADPF are expected to be higher than other stages in the erection stage. Regarding energy performance, the energy payback time, as defined in this section, has been calculated as 1.13 years. In the aforementioned studies, EPT values were reported between 1.6 and 2.7 years. As a matter of fact, EPT and energy performance of the wind energy have opposite correlations. Hence, it is expected that the smaller the EPT, the better the energy perform

Comparison of the Barge-Type Floating Wind Turbine LCA Results with Those of Other Types of Wind Turbines
In this section, the results of the LCA of the barge-type floating wind turbine are compared with those from onshore (2MW-398 tonne), offshore (2MW-979 tonne) and floating (5MW-4225 tonne) wind turbines. The data for the LCAs for these wind turbines have been already published in [37,39]. The LCA of these turbines correspond to g/kWh of electricity produced. Abiotic depletion potential for fossil fuels (measured in MJ), GWP (gCO 2 eq./kWh), AP (gSO 2 eq./kWh) and the energy payback time (months) of all turbines have been included. Regarding the results of GWP shown in Figure 7, the largest GWP contribution is 18.6 gCO 2 eq./kWh for the barge-type floating wind turbine, while the lowest contribution is from the 2MW onshore wind turbine (representing 7.09 gCO 2 eq./kWh). One of the most important factors is that the barge-type floating wind turbine platform is made using a high amount of concrete and steel. Therefore, the respective value was expected to be high. Furthermore, the installation of floating and offshore wind towers takes a longer time, and uses heavy cranes, hydraulic hammers, heavy-duty forklifts, pile drivers, vessels, and tugboats. The operation of this equipment consumes fossil fuel resources, having, as consequence of this consumption, high CO 2 emissions to the atmosphere.
In this section, the results of the LCA of the barge-type floating wind turbine are compared with those from onshore (2MW-398 tonne), offshore (2MW-979 tonne) and floating (5MW-4225 tonne) wind turbines. The data for the LCAs for these wind turbines have been already published in [37,39]. The LCA of these turbines correspond to g/kWh of electricity produced. Abiotic depletion potential for fossil fuels (measured in MJ), GWP (gCO2eq./kWh), AP (gSO2eq./kWh) and the energy payback time (months) of all turbines have been included. Regarding the results of GWP shown in Figure 7, the largest GWP contribution is 18.6 gCO2 eq./kWh for the barge-type floating wind turbine, while the lowest contribution is from the 2MW onshore wind turbine (representing 7.09 gCO2eq./kWh). One of the most important factors is that the barge-type floating wind turbine platform is made using a high amount of concrete and steel. Therefore, the respective value was expected to be high. Furthermore, the installation of floating and offshore wind towers takes a longer time, and uses heavy cranes, hydraulic hammers, heavy-duty forklifts, pile drivers, vessels, and tugboats. The operation of this equipment consumes fossil fuel resources, having, as consequence of this consumption, high CO2 emissions to the atmosphere.
As can be observed in Figure 8, there are four comparable different types of wind turbines with regard to the AP contribution. Although the AP of the barge-type floating wind turbine is nearly 15 times larger than the onshore and jacket offshore wind turbine, the AP value of the floating wind turbine (5 MW) has a higher value than the barge-type floating wind turbine (representing 0.11 and 0.05 gCO2 eq./kWh, respectively). The reason for the high AP value is due to the usage of iron and steel in all components (nacelle, tower and foundation) and construction. These differences between the on-/offshore and floating wind turbines are due to the high usage of iron in the platform, the mooring system and the nacelle. Since the sway floating turbine (5 MW) is large-scale, it consists of a high amount of iron material in the nacelle part, so the amount of iron used causes the AP value to be increased. Energy payback time of the barge-type floating wind turbine is slightly higher, as shown in Figure 9. This value was expected because the total mass of the barge-type floating wind turbine, and the duration of the erection stage and the transportation stage, are larger than the others. It should be noted that although the barge-type floating wind turbine has a large mass and long erection time, the energy payback time and CO2 emissions of the floating wind turbine are not higher than the other ones (Figures 7 and 9). The EPT Figure 7. Total global warming potential for floating, onshore, and offshore wind turbine.
As can be observed in Figure 8, there are four comparable different types of wind turbines with regard to the AP contribution. Although the AP of the barge-type floating wind turbine is nearly 15 times larger than the onshore and jacket offshore wind turbine, the AP value of the floating wind turbine (5 MW) has a higher value than the barge-type floating wind turbine (representing 0.11 and 0.05 gCO 2 eq./kWh, respectively). The reason for the high AP value is due to the usage of iron and steel in all components (nacelle, tower and foundation) and construction. These differences between the on-/offshore and floating wind turbines are due to the high usage of iron in the platform, the mooring system and the nacelle. Since the sway floating turbine (5 MW) is large-scale, it consists of a high amount of iron material in the nacelle part, so the amount of iron used causes the AP value to be increased.
Energy payback time of the barge-type floating wind turbine is slightly higher, as shown in Figure 9. This value was expected because the total mass of the barge-type floating wind turbine, and the duration of the erection stage and the transportation stage, are larger than the others. It should be noted that although the barge-type floating wind turbine has a large mass and long erection time, the energy payback time and CO 2 emissions of the floating wind turbine are not higher than the other ones (Figures 7 and 9). The EPT of the onshore turbine is lower than the others. That is due to the turbine having less mass, a short erection time, and less fuel consumption. of the onshore turbine is lower than the others. That is due to the turbine having less mass, a short erection time, and less fuel consumption.

LCA of the Barge-Type Wind Turbine Transportations Scenarios
In this section, the transportation stage of the barge-type floating wind turbine are analysed considering different scenarios, such as, truck, train and vessel. The three manufacture locations were Spain, The Netherlands and Belgium. Truck, vessel, train, and hybrid models have been considered as transportation stage scenarios. These scenarios were modelled to investigate their effect on environmental impacts. The hybrid model was analysed for the LCA of the barge-type floating wind turbine (see Section 5.1). In the truck, train, and vessel scenarios, all components of the barge-type floating wind turbine were transported by road, railway, and seaway, respectively. Moreover, Table 6 shows total distance of components transportation such as road, railway and sea distances. Concerning the results, the total CO2 emissions (tonnes) and CO2e (g/kWh) emissions for the whole the LCA of the barge-type floating wind turbine are shown in Table 7. As a result of these scenarios, the total distance of the train scenario was higher than other scenarios, while, regarding total CO2 and g CO2eq./kWh, the train scenario had lower values, 20.6 tonnes, and 0.172 g/kWh, respectively. Although the total transportation distance is the of the onshore turbine is lower than the others. That is due to the turbine having less mass, a short erection time, and less fuel consumption. Figure 8. Total acidification potential for floating, onshore, and offshore wind turbine.

LCA of the Barge-Type Wind Turbine Transportations Scenarios
In this section, the transportation stage of the barge-type floating wind turbine are analysed considering different scenarios, such as, truck, train and vessel. The three manufacture locations were Spain, The Netherlands and Belgium. Truck, vessel, train, and hybrid models have been considered as transportation stage scenarios. These scenarios were modelled to investigate their effect on environmental impacts. The hybrid model was analysed for the LCA of the barge-type floating wind turbine (see Section 5.1). In the truck, train, and vessel scenarios, all components of the barge-type floating wind turbine were transported by road, railway, and seaway, respectively. Moreover, Table 6 shows total distance of components transportation such as road, railway and sea distances. Concerning the results, the total CO2 emissions (tonnes) and CO2e (g/kWh) emissions for the whole the LCA of the barge-type floating wind turbine are shown in Table 7. As a result of these scenarios, the total distance of the train scenario was higher than other scenarios, while, regarding total CO2 and g CO2eq./kWh, the train scenario had lower values, 20.6 tonnes, and 0.172 g/kWh, respectively. Although the total transportation distance is the

LCA of the Barge-Type Wind Turbine Transportations Scenarios
In this section, the transportation stage of the barge-type floating wind turbine are analysed considering different scenarios, such as, truck, train and vessel. The three manufacture locations were Spain, The Netherlands and Belgium. Truck, vessel, train, and hybrid models have been considered as transportation stage scenarios. These scenarios were modelled to investigate their effect on environmental impacts. The hybrid model was analysed for the LCA of the barge-type floating wind turbine (see Section 5.1). In the truck, train, and vessel scenarios, all components of the barge-type floating wind turbine were transported by road, railway, and seaway, respectively. Moreover, Table 6 shows total distance of components transportation such as road, railway and sea distances. Concerning the results, the total CO 2 emissions (tonnes) and CO 2 e (g/kWh) emissions for the whole the LCA of the barge-type floating wind turbine are shown in Table 7. As a result of these scenarios, the total distance of the train scenario was higher than other scenarios, while, regarding total CO 2 and g CO 2 eq./kWh, the train scenario had lower values, 20.6 tonnes, and 0.172 g/kWh, respectively. Although the total transportation distance is the shortest by sea, it is the transportation mode with the highest carbon emissions and g CO 2 eq./kWh. This was analysed for the hybrid scenario in the LCA of the barge-type floating wind turbine. The main reason for this is that the parts such as blades, nacelle, and towers are large. Moreover, the seaway is preferred in order to transport these parts without any damage and to avoid jeopardizing other traffic.

Conclusions
Previous studies have focused on the LCA of sway, spar, TLB, semisubmersible, and TLP wind turbines excluding the barge-type floating one. In this paper, the life cycle assessment of the barge-type floating wind turbine was performed, and the LCA of the barge-type floating wind turbine was compared to the LCA of 2 MW, onshore, offshore and 5 MW sway-type floating wind turbines by considering global warming potential, acidification potential, and energy payback time. The LCA of the barge-type floating wind turbine illustrates that the manufacture stage has high GWP and AP. The principal reason for this is the use of a high quantity of steel, nylon fibre and concrete. The other LCA stages do not exceed 6% of the total value of GWP contribution. CO 2 emissions of all turbines varies from 7.09 to 22.3 g CO 2 eq./kWh. The energy payback time varies from 7.9 to 20.3 months. The barge-type floating wind turbine has a higher CO 2 and energy payback time when compared with other wind turbines, whilst the results of the onshore wind turbine show less CO 2 and SO 2 and low energy payback time. Regarding acidification potential, the highest contribution to SO 2 emissions was calculated for the 5 MW floating wind turbine. This highest value is related to the use of cast iron for the mooring system of the floating wind turbine. Given these results, the 2 MW onshore wind turbine is the most environmentally friendly and has the best energy performance. GWP and energy payback time can be decreased by using alternative materials, components and recycling materials. Specifically, it is recommended during the development of the manufacturing stage to decrease environmental impacts. In this study, GWP and energy payback time were found to be the highest in the barge-type floating wind turbine. Thus, further research is recommended on whether GWP and energy payback time can be decreased and annual energy yield can be increased. In light of the results of the present study, the following recommendations can be made:

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The energy capacity of the barge-type floating wind turbine should be increased. With this rise, the GWP emissions will reduce, and energy payback time will decrease while increasing the annual energy yield.

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The platform and the tower, which are the most energy-consuming parts of the structure, should be designed optimally to save materials. The platform of the bargetype floating wind turbine is made of concrete and steel. Hence, a type of concrete having less CO 2 emissions or an advanced high-strength concrete (saving material) could be preferred.
• As floating wind turbines are located in deep water, a combination of a platform of the barge-type wind turbine that includes a wave energy system should be developed. This combination could decrease the equivalent CO 2 emissions by increasing the annual energy yield as described in [24].

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The lifetime of the wind turbine could be extended, e.g., to 25 or 30 years. Thus, the environmental impact (CO 2 and SO 2 ) per kWh of electricity generated would diminish.