Abstract
A step-up street canyon is a characteristic urban element composed of two buildings in which the height of the upwind building (\(H_\mathrm{u}\)) is less than the height of the downwind building (\(H_\mathrm{d}\)). Here, the effect of canyon geometry on the flow structure in isolated step-up street canyons is investigated through isothermal wind-tunnel measurements. The measurements were acquired along the vertical symmetry plane of model buildings using two-dimensional particle image velocimetry (PIV) for normal approach flow. The building-height ratios considered were: \(H_\mathrm{d}/ H_\mathrm{u} \approx 3\), and \(H_\mathrm{d}/ H_\mathrm{u} \approx 1.67\). For each building-height ratio, the along-wind lengths (L) of the upwind and downwind buildings, and the street-canyon width (S) were kept constant, with \(L \approx S\). The cross-wind widths (W) of the upwind and downwind buildings were varied uniformly from \(W/S \approx 1\) through \(W/S \approx 4\), in increments of \(W/S \approx 1\). The objective of the work was to characterize the changes in the flow structure in step-up canyons as a function of W/S, for fixed L, S, and \(H_\mathrm{d}/H_\mathrm{u}\) values. The results indicate that the in-canyon flow structure does not vary significantly for \(H_\mathrm{d}/H_\mathrm{u} \approx 3\) for the W/S values considered. Qualitatively, for \(H_\mathrm{d}/H_\mathrm{u} \approx 3\), the upwind building behaves as an obstacle in the upwind cavity of the downwind building. In contrast, the flow patterns observed for the \(H_\mathrm{d}/H_\mathrm{u} \approx 1.67\) configurations are unique and counter-intuitive, and depend strongly on building width (W/S). For \(W/S \approx 1\) and \(W/S \approx 2\), the effect of lateral flow into the canyon is so prominent that even the mean flow patterns are highly ambiguous. For \(W/S \approx 3\) and 4, the flow along the vertical symmetry plane is more shielded from the lateral flow, and hence a stable counter-rotating vortex pair is observed in the canyon. In addition to these qualitative features, a quantitative analysis of the mean flow field and turbulence stress field is presented.
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Acknowledgments
We would like to thank Dr. Michael Brown for his help in developing the experimental strategy. This research was supported by a contract through Los Alamos National Laboratory.
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Addepalli, B., Pardyjak, E.R. Investigation of the Flow Structure in Step-Up Street Canyons—Mean Flow and Turbulence Statistics. Boundary-Layer Meteorol 148, 133–155 (2013). https://doi.org/10.1007/s10546-013-9810-5
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DOI: https://doi.org/10.1007/s10546-013-9810-5