Open AccessWind load characteristics of photovoltaic panel arrays mounted on flat roof
Author(s) -
Shouke Li,
Dan Mao,
Shouying Li,
Qi Wang,
Qingshan Yang,
Yuankun Chen,
Shuai Zhou
Publication year - 2022
Publication title -
engineering research express
Language(s) - English
Resource type - Journals
ISSN - 2631-8695
DOI - 10.1088/2631-8695/ac57fc
Subject(s) - tilt (camera) , roof , flat roof , wind tunnel , wind engineering , aerodynamics , lift (data mining) , structural engineering , wind direction , wind speed , environmental science , geology , meteorology , engineering , mechanics , physics , computer science , data mining
To quantify design wind load of photovoltaic panel array mounted on flat roof, wind tunnel tests were conducted in this study. Results show that the first and the last two rows on the roof are the most unfavorable ones regarding to the wind load. Influences of array spacing, panels’ tilt angle and parapet height on wind load of the panels are studied. Most unfavorable lift force of panels decreases with increase of array spacing for middle located panels. The aerodynamics are similar to flow over repeated hills. Middle located unit got greater turbulence, which leading to unfavorable C fp_ min . While the changing amplitude of most unfavorable wind pressure is small increase with array spacing. C fp_ max and C fp_ min of panel units shows quite strong dependence on tilt angle. There is significant pressure equalization for small tilt angle cases. The local flow separation is responsible for C fp_ min of larger tilt angle cases. Parapet height of 2 h ( h is the panel height projected on the vertical plane) is the critical height for C fp_ max and C fp_ min . Increasing parapet height can significantly reduce the wind load of panel units. Design pressure coefficient of the basic working condition with different area sizes at different location are proposed.