Schematic of the condensation model [3].

Schematic of the condensation model [3].

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Damp air with high humidity combined with foggy, rainy weather, and icing in winter weather often is found to cause turbine performance degradation, and it is more concerned with offshore wind farm development. To address and understand the high humidity effects on wind turbine performance, our study has been conducted with spread sheet analysis on...

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... Nakakita et al. presented a model for predicting the approximate flow of fluid on an aircraft wing surface and introduced the model and an extensive ice-shaped path in aeroicing simulations to predict the effects of moisture content, droplet size, and pressure elevation [18]. Yue et al. studied the high-humid aerodynamic effect on the performance of marine wind turbine blades through computational fluid dynamic (CFD) analysis and found that the condensation around the edge of the blade causes higher drag, which results in turbine performance degradation [19]. Hochart et al. conducted a study on the performance of wind turbines under condensation conditions and explained that the installation of only one-third of the blade ice-making system could avoid freezing, maintain 90% of the [20]. ...
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... According to Chamanehpour (2017), regions characterized by lower temperatures are deemed more suitable for wind turbine installation. Also, several studies demonstrated that the air density influenced the power from a wind turbine (Danook et al., 2019;Yue et al. 2017;Guerrero-Villar et al., 2019;Kassem et al., 2021aKassem et al., , 2021bKassem et al., , 2021c. ...
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This work investigates the impact of rain on the power production of a wind turbine, including structural flexibility effects. Wind turbines are subjected to numerous conditions, including the change of weather, such as snow, hail and rain. In the available literature, the main focus has been given to the effects of snow rather than rain. In this study, a strong one–way fluid–structure interaction (FSI) approach was utilised to investigate the interconnected characteristics of the fluid and structural domains. The Reynolds-averaged Navier–Stokes (RANS) approach incorporated with multiple reference frame (MRF), discrete phase modelling (DPM) and wall–film model were used to investigate the aerodynamic behaviour of the selected geometries. The NACA 0012 and S809 aerofoils were used as the validation test cases, and then similar methodology was applied for the NREL Phase VI wind turbine. The structural response of the wind turbine was accounted by a three dimensional finite element method (FEM) utilising the shell theory. Parametric studies are included in this work to analyse the effect of rain characteristics towards the surrounding airflow. It was found that the presence of rain negatively affected the aerodynamics of these selected geometries, measured in terms of lift, drag and torque production. For the NREL Phase VI wind turbine, a maximum torque reduction by 19.97% was obtained when the freestream velocity was varied. The aerodynamic penalties were more evident by increasing the rainfall rate up to 18.0% drop of torque respectively from rainfall rate of 3.75 g/m3 to 30.0 g/m3. Nonetheless, higher torque production was found for larger raindrop diameter. An increase by 11.27% of torque was observed when the diameter is increased from 3 mm to 6 mm. In terms of structural response, the thrust showed a dominant influence. Additionally, the amount of the total deformation was dominated by the z deformation in the direction of the thrust. The blades deflections were found between 3.71% and 27.30%, measured in terms of total deflections. Both blades experienced different amount of deformation because they depended on the intensity of the rain droplets at their vicinity, due to the behaviour of the rain particles. Then, the associated stress analysis of the wind turbine was measured in term of von–Mises stress. Similarly, higher von-Mises stress was recorded for the rainy case than the dry condition. As a conclusion, the presence of rain has detrimental effects on the aerodynamic and structural characteristics of a wind turbine.
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Turbine blades form the main component for energy generation in renewable energy generation technologies such as wind and tidal energy. Non-crimp fabric (NCF) based fibre reinforced composite materials, with E-glass and carbon fibres have been widely used as the main materials for blades. However, sustainable composites using naturally derived fibres such as basalt, are being developed to reduce environmental impact. Basalt fibres require no chemical additives, solvents or hazardous materials for production and are recyclable. However, little information is available in the literature on the moisture ageing effects on failure modes of NCF based basalt fibre reinforced epoxy composites. Ageing is particularly important for applications in coastal wind and tidal turbine installations, which are exposed to high humidity. The current study analyses the effect of moisture ageing on flexural, interlaminar shear and in-plane shear properties and associated failure modes of NCF based basalt fibre reinforced epoxy composite at different stress levels. The results showed no significant impact on flexural stiffness of the composite, but in-plane shear stiffness and strength (flexural, interlaminar shear and in-plane shear) of the composite demonstrated a significant reduction following moisture absorption. Similar failure modes were observed in both dry and wet conditions.