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Assessment of inner–outer interactions in the urban boundary layer using a predictive model

Published online by Cambridge University Press:  18 July 2019

Karin Blackman*
Affiliation:
Ecole Centrale de Nantes, LHEEA, 1, rue de la Noe, BP 92101, Nantes, 44321, France
Laurent Perret
Affiliation:
Ecole Centrale de Nantes, LHEEA, 1, rue de la Noe, BP 92101, Nantes, 44321, France
Romain Mathis
Affiliation:
Ecole Centrale de Nantes, LHEEA, 1, rue de la Noe, BP 92101, Nantes, 44321, France
*
†Email address for correspondence: kblackma@gmail.com

Abstract

Urban-type rough-wall boundary layers developing over staggered cube arrays with plan area packing density, $\unicode[STIX]{x1D706}_{p}$, of 6.25 %, 25 % or 44.4 % have been studied at two Reynolds numbers within a wind tunnel using hot-wire anemometry (HWA). A fixed HWA probe is used to capture the outer-layer flow while a second moving probe is used to capture the inner-layer flow at 13 wall-normal positions between $1.25h$ and $4h$ where $h$ is the height of the roughness elements. The synchronized two-point HWA measurements are used to extract the near-canopy large-scale signal using spectral linear stochastic estimation and a predictive model is calibrated in each of the six measurement configurations. Analysis of the predictive model coefficients demonstrates that the canopy geometry has a significant influence on both the superposition and amplitude modulation. The universal signal, the signal that exists in the absence of any large-scale influence, is also modified as a result of local canopy geometry suggesting that although the nonlinear interactions within urban-type rough-wall boundary layers can be modelled using the predictive model as proposed by Mathis et al. (J. Fluid Mech., vol. 681, 2011, pp. 537–566), the model must be however calibrated for each type of canopy flow regime. The Reynolds number does not significantly affect any of the model coefficients, at least over the limited range of Reynolds numbers studied here. Finally, the predictive model is validated using a prediction of the near-canopy signal at a higher Reynolds number and a prediction using reference signals measured in different canopy geometries to run the model. Statistics up to the fourth order and spectra are accurately reproduced demonstrating the capability of the predictive model in an urban-type rough-wall boundary layer.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1.Investigated canopy configurations with (a) $\unicode[STIX]{x1D706}_{p}=6.25\,\%$, (b) $\unicode[STIX]{x1D706}_{p}=25\,\%$ and (c) $\unicode[STIX]{x1D706}_{p}=44.4\,\%$ where the red cross (red $\times$) is the hot-wire measurement location.

Figure 1

Figure 2.HWA measurement set-up showing the two-probe arrangement.

Figure 2

Table 1.Scaling parameters. The coloured symbol chart will be used in all of the following figures.

Figure 3

Figure 3.Wall-normal profiles of the (a) mean, (b) variance, (c) skewness and (d) kurtosis of the streamwise velocity component. Vertical solid lines show the wall-normal location of the canopy top $z=h$ for the three roughness configurations (being negligible when normalizing by $\unicode[STIX]{x1D6FF}$, variation of $(h-d)/\unicode[STIX]{x1D6FF}$ with $Re_{\unicode[STIX]{x1D70F}}$ is not shown).

Figure 4

Figure 4.(a) Modulus and (b) phase of the transfer kernel $|H_{L}|$ at $z/h=1.25$ for configurations with $\unicode[STIX]{x1D706}_{p}=6.25\,\%$, 25 % and 44.4 % at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and 49 900. The colour chart is as per table 1 for canopy configurations; solid and dashed lines correspond respectively to the low and the high Reynolds numbers.

Figure 5

Figure 5.Spectra of $u^{\ast }$ (solid line) and $u_{L}^{+}$ (dashed line) for configurations with $\unicode[STIX]{x1D706}_{p}=6.25\,\%$, 25 % and 44.4 % at (a) $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and (b) 49 900 at $z/h=2.1$. Vertical solid lines show the streamwise wavelength corresponding to the obstacle height $\unicode[STIX]{x1D706}=h$.

Figure 6

Figure 6.Comparison of $u^{\ast }$, $u_{L}^{+}$, $u_{S}^{+}$ and $u_{NW}^{+}$ statistics (a) variance, (b) skewness and (c) kurtosis for configuration with $\unicode[STIX]{x1D706}_{p}=25\,\%$ at $Re_{\unicode[STIX]{x1D70F}}=32\,400$.

Figure 7

Figure 7.Triple decomposition of the skewness of the streamwise velocity component including (a) $\overline{u_{S}^{+3}}$, (b) $\overline{u_{L}^{+3}}$, (c) $3\overline{u_{L}^{+}u_{S}^{+2}}$ and (d) $3\overline{u_{L}^{+2}u_{S}^{+}}$.

Figure 8

Figure 8.Predictive model coefficients (a) $\unicode[STIX]{x1D6FC}$, (b) $\unicode[STIX]{x1D6FD}$ and (c) $\unicode[STIX]{x1D6E4}$ for configurations with $\unicode[STIX]{x1D706}_{p}=6.25\,\%$, 25 % and 44.4 % at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and 49 900.

Figure 9

Figure 9.Comparison of $u^{\ast }$ statistics (a) variance, (b) skewness and (c) kurtosis, and $u_{L}^{+}$ statistics (d) variance, (e) skewness and (f) kurtosis for configurations with $\unicode[STIX]{x1D706}_{p}=6.25\,\%$, 25 % and 44.4 % at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and 49 900.

Figure 10

Figure 10.Comparison of $u_{NW}^{+}$ and $u_{p}^{+}$ statistics (a) variance, (b) skewness and (c) kurtosis for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=49\,900$ where $u_{p}^{+}$ is determined using model coefficients calibrated at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and $u_{L}^{+}$ at $Re_{\unicode[STIX]{x1D70F}}=49\,900$ (Test 1).

Figure 11

Table 2.Characteristics of the input (calibration parameters and large-scale signal) and output of the predictive model used for testing and validating the prediction capabilities of the model.

Figure 12

Figure 11.Spectra of $u_{NW}^{+}$ and $u_{p}^{+}$ at (a) $z/h=1.25$, (b) $z/h=2.1$ and (c) $z/h=3.2$ for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=49\,900$ where $u_{p}^{+}$ is determined using model coefficients calibrated at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and $u_{L}^{+}$ at $Re_{\unicode[STIX]{x1D70F}}=49\,900$ (Test 1).

Figure 13

Figure 12.Comparison of $u_{NW}^{+}$ and $u_{p}^{+}$ statistics (a) variance, (b) skewness and (c) kurtosis for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=32\,400$ where $u_{p}^{+}$ is determined using model coefficients calibrated for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $u_{L}^{+}$ from $\unicode[STIX]{x1D706}_{p}=6.25\,\%$ or 44.4 % (Test 2).

Figure 14

Figure 13.Spectra of $u_{NW}^{+}$ and $u_{p}^{+}$ at (a) $z/h=1.25$, (b) $z/h=2.1$ and (c) $z/h=3.2$ for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=32\,400$ where $u_{p}^{+}$ is determined using model coefficients calibrated for $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $u_{L}^{+}$ from $\unicode[STIX]{x1D706}_{p}=6.25\,\%$ or 44.4 % (Test 2).

Figure 15

Figure 14.Error of $u_{p}^{+}$ statistics variance, skewness and kurtosis where $u_{p}^{+}$ is determined using model coefficients calibrated at a certain $\unicode[STIX]{x1D706}_{p}$ and $u_{L}^{+}$ at a different $\unicode[STIX]{x1D706}_{p}$ both at $Re_{\unicode[STIX]{x1D70F}}=32\,400$.

Figure 16

Figure 15.Comparison of $u_{NW}^{+}$ and $u_{p}^{+}$ statistics (a) variance, (b) skewness and (c) kurtosis and (d) spectra at $z/h=1.5$ for $\unicode[STIX]{x1D706}_{p}=44.4\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=49\,900$ where $u_{p}^{+}$ is determined using model coefficients calibrated for $\unicode[STIX]{x1D706}_{p}=44.4\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=32\,400$ and $u_{L}^{+}$ from $\unicode[STIX]{x1D706}_{p}=25\,\%$ and $Re_{\unicode[STIX]{x1D70F}}=49\,900$ (Test 3).

Figure 17

Figure 16.(a) Variance, (b) skewness and (c) kurtosis of $u_{p}^{+}$ and $u_{NW}^{+}$ for configuration with $\unicode[STIX]{x1D706}_{p}=25\,\%$ at $Re_{\unicode[STIX]{x1D70F}}=32\,400$ using phase shifted large-scale reference signal at $z/h=2.1$ ($(z-d)/\unicode[STIX]{x1D6FF}=0.066$).