Choi et al. confirmed the effect of wind load on the solar panel array of a floating PV system through an indoor model experiment. Experiments have shown that the first and last rows of panels have the highest drag and lift
produce an aerodynamic model of SP subjected to wind load and mounted on ground. Wang et al. (2018) studied on the actual project case design and optimization of fixed PV support structure
Flexible photovoltaic (PV) support structures are limited by the structural system, their tilt angle is generally small, and the effect of various factors on the wind load of flexibly
In this study, we aimed to analyse the characteristics of fluid dynamics of the floating PV systems. The effects of wind loading on the floating PV systems were investigated using CFD
For PV support structures, the most critical load is the wind load; the existing research only focuses on the panel inclination angle, wind direction angle, body type coefficient, geometric scale, shielding effect,
Previous studies focus on the wind load characteristics of roof- or ground-mounted PV structures. Cao et al. [1], Warsido et al. [2], Naeiji et al. [3], Stathopoulos et al. [4],
Buildings 2024, 14, 1677 3 of 23 2.2. Model Overview In this study, the flexible support PV panel arrays under flat and mountainous con-ditions consist of 8 rows and 12 columns, totaling 96
The results show that: (1) according to the general requirements of 4 rows and 5 columns fixed photovoltaic support, the typical permanent load of the PV support is 4679.4 N,
The wind loads of the PV array were influenced significantly by the PV panel tilt angle and the PV array setback from the roof leading edge. The wind flow mechanism related
The wind load is especially important for floating photovoltaic systems. Fig. 2, a floating photovoltaic system is above the sea or a lake. A floating body supports the solar panels by the buoyancy force, which is balanced with the weights of the solar panel and itself.
Using shear stress transport (SST) \ (k {-}\omega\) model, CFD predicted a PV system of a single ground-mounted type for wind load on the solar panels. Effects of wind on stand-alone photovoltaic (PV) systems installed on the ground under various wind directions were investigated. (Mohammad and Horia 2014).
2. Influencing Factors of Wind Load of PV Panel Support 2.1. Panel Inclination Angle The angle β between the PV panel and the horizontal plane is called the panel inclination (Figure 3). Because of the PV panel’s varying inclination angle, a PV power generation system’s wind load varies, impacting the system’s power generation efficiency. Figure 3.
The wind load is the most significant load when designing a PV support; thus, its value and calculation should be investigated. Different countries have their own specifications and, consequently, equations for the wind loads of PV supports.
Three wind load models, namely the uniform distribution, trapezoidal distribution, and eccentric moment models, were developed by Ma et al. in terms of the structural features of a solar panel. Gao et al. used computational calculations and wind tunnel testing to investigate the wind field properties of a PV panel support unit.
A wind load model that considered the wind-induced moment was presented based on the nonuniform distribution of wind pressure. This proposed model and its distribution coefficients can be used in designing flexibly supported PV panels. Figure 10. Installation drawing of a rigid model wind tunnel.
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