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Large-Eddy Simulation of Flows and Pollutant Removal in Street Canyons of Different Aspect Ratios Tracy N.H. Chung & Chun-Ho Liu March 4, 2011.

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Presentation on theme: "Large-Eddy Simulation of Flows and Pollutant Removal in Street Canyons of Different Aspect Ratios Tracy N.H. Chung & Chun-Ho Liu March 4, 2011."— Presentation transcript:

1 Large-Eddy Simulation of Flows and Pollutant Removal in Street Canyons of Different Aspect Ratios
Tracy N.H. Chung & Chun-Ho Liu March 4, 2011

2 Rundown Objectives Introduction Equations Model Description
Friction Factor Air Exchange Rate (ACH) Pollutant Exchange Rate (PCH) Model Description CFD Results Conclusions

3 Objectives Study the pressure drop characteristics across the street canyon Determine the ventilation performance with respect to building-to-street-width (aspect) ratios (AR) h/b Investigate the pollutant removal performance with respect to aspect ratios

4 Introduction Flow regimes (Oke, 1988) h b
a) Isolated roughness regime (AR < 0.3) h b b) Wake interference regime (0.3 < AR < 0.7) c) Skimming regime (0.7 < AR)

5 Computational Fluid Dynamics (CFD)
Large-Eddy Simulation (LES) OpenFOAM 1.6 Open source code One subgrid-scale TKE equation Parallel Computing in Gridpoint and HPCPower2 (HKU) The job is divided into smaller parts to speedup Multiple processors work together in parallel such that the execution is speeded up by a multiple of the number of processors

6 Friction Factor Friction Factor
A measure of the force to sustain a certain mean flow

7 ACH and PCH Air Exchange Rate (ACH) Pollutant Exchange Rate (PCH)
Mean ACH Turbulent ACH Mean PCH Turbulent PCH

8 LES Model Description Domain of h=1, b=15 (AR=0.0667), 11 (0.0909), 4 (0.25), 3 (0.3333), 2 (0.5), (0.6), 1.25 (0.8), 1 (1), 0.5 (2) Top (symmetry) Back (periodic) 5h Front (periodic) Outlet (periodic flow & open condition for pollutant) Inlet (periodic flow & zero concentration) 5h z x y 0.5h h b Constant/Uniform Concentration

9 Friction Factor Compared with experimental results J.C. Han (1984)
Mainly focused on the isolated roughness regime

10 ACH Compared with k-ε turbulence results ACH decreases with ARs
Turbulence >> Mean Solid: LES Hollow: k-ε Circle: Mean Diamond: Turbulence Square: Total

11 PCH Compared with k-ε turbulence and experimental solutions
PCH does not have the same pattern with ACH Turbulence >> Mean Solid: LES Hollow: k-ε Circle: Mean Diamond: Turbulence Square: Total

12 AR =

13 AR =

14 AR = 0.25

15 AR = 0.5

16 AR = 1

17 AR = 2

18 Conclusions The friction factor, ventilation and pollutant removal are investigated as a function of ARs Friction factor attains its maximum at AR Ventilation is better with a wider street width Pollutant removal is not in line with the ventilation performance and AR 0.5 is found to be the most effective Turbulence is more significant in ventilation and pollutant removal than mean

19 Acknowledgment This project is partly supported by the General Research Fund of the Hong Kong Research Grant Council HKU E Thank you!! Q & A Session


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