2010
DOI: 10.1016/j.jweia.2009.09.001
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Stationary vortices attached to flat roofs

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Cited by 13 publications
(5 citation statements)
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“…Stability at low grid resolutions is ensured by numerical viscosity, which we shall now assess. As an approximated method, we propose to compare the classical vorticity ω decay in incompressible fluid at rest [43][44][45]…”
Section: Isentropic Vortex Convection By a Uniform Flowmentioning
confidence: 99%
“…Stability at low grid resolutions is ensured by numerical viscosity, which we shall now assess. As an approximated method, we propose to compare the classical vorticity ω decay in incompressible fluid at rest [43][44][45]…”
Section: Isentropic Vortex Convection By a Uniform Flowmentioning
confidence: 99%
“…The world has been rapidly urbanising for the past five decades, with~54% of the population currently living in urban areas, expected to reach~66% by 2050 [1]. As a result, cities are transforming with more high-rise buildings being planned to cope with the increasing dwelling demand, living mechanism, size and fluctuation of conical vortices have been provided investigating the effect of incident winds [25,26] and the shape of the building [27,28], leading to the development of analytical models for conical vortices on low-rise buildings [29][30][31].…”
Section: Introductionmentioning
confidence: 99%
“…Previous work (e.g., Lim et al, 2007) has demonstrated the Re-dependence (that can persist well-beyond Re > 2 × 10 4 ) when quantifying peak suction pressures on sharp-edged bluff bodies oriented at 45 • to the approach flow; which is the wind direction considered in this study. This wind orientation promotes the development of strong (and relatively steady) "delta-wing type" conical vortices that originate at roof corners and extend along line inclines of ∼11-14 • relative to roof edges, where smaller angles are associated with larger Re numbers (Tryggeson and Lyberg, 2010). The structure of conical vortices has been shown to strongly affect Re, which partly explains FIGURE 11 | Area-averaged peak pressures from six corner roof taps (Tap IDs 215,216,301,314,315,and 316) as a function of freestream turbulence: (A) 1:50, (B) 1:30, and (C) 1:20.…”
Section: Discussionmentioning
confidence: 99%