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Predictability of Turbulent Flow in Street Canyons

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Abstract

Although predictability is a subject of great importance in atmospheric modelling, there has been little research on urban boundary-layer flows. Here the predictability of street-canyon flow is examined numerically via large-eddy simulation of a unit-aspect-ratio canyon and neutrally stratified atmosphere. In spectral space there is indication of cascade-like behaviour away from the canyon at early times, but the error growth is essentially independent of scale inside the canyon; in physical space the error field is rather inhomogeneous and shows clear differences among the canyon, shear layer and inertial sublayer. The error growth is largely driven by the shear layer: errors generated above roof level are advected into the canyon while contributions from intermittent bursting and in situ development within the canyon play a relatively minor role. This work highlights differences between the predictability of urban flows and canonical turbulent flows and should be useful in developing modelling strategies for more realistic time-dependent urban flows.

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Notes

  1. Following standard usage (Belcher 2005; Letzel et al. 2008), we define the shear layer to be the region in the immediate vicinity of the roof level and the inertial sublayer to be the region well above the buildings that is affected by turbulent stresses only.

  2. Although the \(y\)-axis has been clipped for clarity in Fig. 3, \(\langle {r}_{n_x} \rangle >0\) even for the largest scales.

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Acknowledgments

Helpful comments and suggestions were received from the anonymous referees. This work was supported financially by City University of Hong Kong through a Strategic Research Grant (Project 7004165).

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Correspondence to K. Ngan.

Appendix

Appendix

Here we compare our LES simulations with the wind-tunnel measurements of Brown et al. (2000). Their experimental set-up consisted of six identical street canyons of unit aspect ratio; data from the sixth canyon, which correspond to a fully developed turbulent flow, are used for the comparison.

The current LES shows generally good agreement with the experimental data and previous LES studies (Cui et al. 2004; Cheng and Liu 2011). Figure 11 shows vertical profiles of \(\langle u\rangle \) normalized by \(\langle U_\mathrm{s}\rangle \), where \(\langle U_\mathrm{s}\rangle \) is the spanwise-averaged value of \(u\) in the shear layer, \(H\le z \le 1.5H\). The agreement is very good. Figure 12 compares second-order statistics, namely vertical profiles of TKE, \(\langle q \rangle \), normalized by its average value in the shear layer. There is reasonable agreement except for the case \(x=0.4H\). However, other LES simulations also show an anomalous peak in the TKE close to the roof level (Liu and Barth 2002; Cui et al. 2004).

Fig. 11
figure 11

Comparison of normalized streamwise velocity profiles for the current LES (solid blue curve) and the experimental data of Brown et al. (2000) (green circles): a \(x = -0.4H\), b \(x = -0.25H\), c \(x = 0H\), d \(x = 0.25H\), e \(x = 0.4H\)

Fig. 12
figure 12

Comparison of normalized TKE profiles for the current LES (solid blue curve) and the experimental data of Brown et al. (2000) (green circle) a \(x = -0.4H\), b \(x = -0.25H\), c \(x = 0\), d \(x = 0.25H\), e \(x = 0.4H\)

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Lo, K.W., Ngan, K. Predictability of Turbulent Flow in Street Canyons. Boundary-Layer Meteorol 156, 191–210 (2015). https://doi.org/10.1007/s10546-015-0014-z

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