Overview of Possibilities of Solar Floating Photovoltaic Systems in the OffShore Industry
Abstract
:1. Introduction
2. Survey of Literature
2.1. The Status of FPV Implementation Onshore
2.2. Overview of the Status of Using FPV Offshore
2.3. Advantages and Disadvantages of the FPV Offshore
2.3.1. Advantages
2.3.2. Disadvantages
2.4. Overview of Floating Photovoltaics Technologies
2.5. Future of FPV System in Offshore
3. Conclusions
Funding
Conflicts of Interest
Abbreviations
FPVT | Floating Photovoltaic Technology |
EGAT | Electricity Generating Authority of Thailand |
SPM | Single Point Mooring |
OFPV | Offshore Floating Photovoltaic |
FITS | Feed-In-Tariffs |
PERC | Passivated Emitter and Rear Cell/Contact |
EDB | Economic Development Board |
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Type of Floaters | |||
---|---|---|---|
Name | Authors | Characteristics | System |
Zon op Zee (Solar-at-Sea) [89] | Dutch companies and research organizations including TNO, MARIN, ONE-Dyas, and Oceans of Energy | -Easy to expand modules capable of withstanding rough seas up to 13 m. | Figure 20. |
HeliFloat [90] | HeliFloat, Vienna University of Technology | -This platform can withstand rough seas while remaining stable. The platform can be lifted from 10 to 15 m above sea level. | Figure 21. |
Floating Solar Park [91] | Moss Maritime | -Suitable for both onshore and offshore locations. The designed modules are based on the location and weather. -Each module contains a platform on top, which is supported by vertical columns. -A flexible connection connects to the modules. -Float can withstand wave heights of up to 3–4 m. | Figure 22. |
SolarSea [92] | SwimSol, Vienna University of Technology | Model is designed for nearshore, can be faced with waves of tropical shallow-water lagoon with 1.5 m of wave height, the currents, tides, extreme UV, humidity and is corrosion-proof. | Figure 23. |
Ocean Sun [93] | Ocean Sun | -The design can be used for aquaculture farms near the shore and semisheltered waters. The modules are installed on the double keder that are welded on the thin and flexible reinforced membrane, which allow the structure and PV modules to move smoothly with waves | Figure 24. |
Mooring | |||
Mooring Layout | |||
Catenary Mooring [94] | Rosa-Clot and Tina, 2020 | The system is designed based on self-weight and friction of the line with sea bed to stimulate the required restoring force. This system requires a larger mooring footprint. | Figure 25. |
Taut Mooring System [94] | The system made for restoring forces from the line deformation more than its weight. Moreover, it is generated by axial elastic stretching. It requires a smaller mooring footprint. | Figure 26. | |
Hybrid Mooring System [94] | This system can have catenary mooring or taut mooring characteristics. It reduces the mooring footprint significantly. | Figure 27. | |
Mooring Makeup | |||
Chains [95] | Chakrabarti, 2005 | Stud-link chains are stronger compared to studless chain. It provides more stability to the link and makes it easier to handle. | Figure 28. |
Wire Ropes [96] | -Wire ropes are manufactured from multiple wires of metal (steel) that are twisted together into a helical pattern to form strands, which improves the strength and reduces the crushing effect. A coating on the rope strands decreases its corrosion. | Figure 29. | |
Synthetic Fiber Ropes [97] | -Synthetic fiber ropes are light, elastic, and low-cost compared to other materials. They can be used in deep water, as they reduce a large amount of the vertical loads, and also reduce the complexity in the installation. | Figure 30. | |
Anchoring | |||
Deadweight [98] | -Deadweight is a heavy object made by concrete or steel, placed over the soil. -The common designs of deadweights are sinker, squat clump, mushroom, and wedge. | Figure 31. | |
Drag Anchors [99] | -Fluke area and penetration into the soil are two parameters for estimating holding capacity. -High-holding capacity and can load up to 30–40 times its weight. | Figure 32. | |
Plate Anchors [100] | Wang and O’Loughlin, 2014 | -Shape of a plate that is embedded deeply in the soil and is installed in different ways. | Figure 33. |
Pile Anchors [101,102,103,104,105,106,107,108,109] | -Cylindrical with an open end and made of steel. -Can penetrate into the soil by using a different installation procedure. | Figure 34. |
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Vo, T.T.E.; Ko, H.; Huh, J.; Park, N. Overview of Possibilities of Solar Floating Photovoltaic Systems in the OffShore Industry. Energies 2021, 14, 6988. https://doi.org/10.3390/en14216988
Vo TTE, Ko H, Huh J, Park N. Overview of Possibilities of Solar Floating Photovoltaic Systems in the OffShore Industry. Energies. 2021; 14(21):6988. https://doi.org/10.3390/en14216988
Chicago/Turabian StyleVo, Thi Thu Em, Hyeyoung Ko, Junho Huh, and Namje Park. 2021. "Overview of Possibilities of Solar Floating Photovoltaic Systems in the OffShore Industry" Energies 14, no. 21: 6988. https://doi.org/10.3390/en14216988
APA StyleVo, T. T. E., Ko, H., Huh, J., & Park, N. (2021). Overview of Possibilities of Solar Floating Photovoltaic Systems in the OffShore Industry. Energies, 14(21), 6988. https://doi.org/10.3390/en14216988