Abstract
This paper presents wind tunnel measurements of pedestrian wind conditions in passages between various configurations of two long narrow perpendicular buildings in open country exposure. The investigated parameters are passage width, building height and wind direction. The measurements were made along the passage centerline. The aim of this paper is to provide more insight in the pedestrian wind conditions in these basic building configurations, to address some contradictory statements reported in the literature and to provide detailed experimental data for computational fluid dynamics (CFD) validation. The results show that the wind speed amplification factors in diverging passages are generally larger than in converging passages. It is also shown that the maximum wind speed amplification factors increase monotonically with decreasing passage width, contrary to some general building design guidelines proposed in the past for such building configurations. Significant issues concerning the use of the experimental data for CFD validation are also discussed.
Original language | English |
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Pages (from-to) | 280-287 |
Number of pages | 8 |
Journal | Journal of Aerospace Engineering |
Volume | 21 |
Issue number | 4 |
DOIs | |
Publication status | Published - 1 Oct 2008 |
Keywords
- Buildings
- Computational fluid dynamics technique
- Turbulent flow
- Wind speed
- Wind tunnels
ASJC Scopus subject areas
- Civil and Structural Engineering
- General Materials Science
- Aerospace Engineering
- Mechanical Engineering