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Gaseous And Particulate Dispersion In Street Canyons

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Presentation on theme: "Gaseous And Particulate Dispersion In Street Canyons"— Presentation transcript:

1 Gaseous And Particulate Dispersion In Street Canyons
Kambiz Nazridoust Department of Mechanical and Aeronautical Engineering Clarkson University, Potsdam, NY

2 Objectives Develop A Numerical Model in FLUENT™ Code Coupled with Different Turbulence Models to Simulate the Fluid Flow, Pollutant Dispersion and Particle Deposition inside the Street Canyons Examine the Accuracy of Major Turbulence Models with Experimental Data for Street Canyon Modeling Examine Gaseous Air Pollution from Vehicular Exhaust and Industries inside the Street Canyons Examine Particulate Transport and Deposition in Street Canyons for Different Particle Sizees and Flow Conditions

3 Model Schematic b (m) h (m) w (m) L (m) H (m)
2D, Exact (Wind Tunnel Model) 0.06 0.9 0.98 0.4 2D, Symmetric 20 1 980 200 2D, Asymmetric 10, 15, 20 2D,Variable Street Width 20, 40, 60

4 Computational Grid

5 Vehicular Emission Line Source
Boundary Conditions Plane of Symmetry 1/7th power inlet velocity Outflow Vehicular Emission Line Source Q=4 lit/h All walls: -No slip velocity boundary condition -Zero Diffusive Flux -Stick upon impact Leeward Windward

6 Governing Equations Continuity: Momentum:
Reynolds Stress Transport Model:

7 CO2 Concentration –Asymmetric Canyon Configuration
Flow Field Results CO2 Concentration –Asymmetric Canyon Configuration

8 Flow Field Results Stream Functions(m2/s2) inside the Canyons for Different Wind Velocities

9 Velocity Vector Field inside the Canyons for Different Wind Velocities
Flow Field Results Velocity Vector Field inside the Canyons for Different Wind Velocities

10 CO2 Concentration inside the Canyons for Different Wind Velocities
Flow Field Results CO2 Concentration inside the Canyons for Different Wind Velocities

11 Flow Field Results Turbulence Intensity(%) inside the Canyons for Different Wind Velocities

12 Wind Tunnel Experiment
Measurement Points of Wind Tunnel Experiment by Meroney et al. (1996) Computational Grid of the Exact Dimensions of the Wind Tunnel Experiment

13 (a) Leeward (b) Windward
Comparison with Wind Tunnel Experiment (a) Leeward (b) Windward

14 Comparison with Wind Tunnel Experiment
(a) 1st Roof (b) 2nd Roof

15 Particulate Emissions
Leeward Windward Particulate Injector: -1000 Spherical Carbon Particles m/s (for 4 lit/h volumetric flux) -3nm to 10micron All walls: -No slip velocity boundary condition -Stick upon impact

16 Particulate Emissions
Motion of Spherical Particle Particle Relaxation time Stokes-Cunningham Slip Correction Factor Stokes Number Capture Efficiency

17 Particulate Deposition Patterns
Particle Capture Efficiency vs. Particle Diameter for Different Surfaces (a) Windward Wall; (b) Leeward Wall; (c) Roofs; (d) Road

18 Particulate Deposition Patterns
Particle Capture Efficiency vs. Stokes Number for Different Wind Velocities

19 Particulate Deposition Patterns

20 Particulate Deposition Patterns

21 Future Work

22 Computational Model

23 Computational Model

24 Flow Field Results

25 Flow Field Results

26 Flow Field Results

27 Flow Field Results

28 Flow Field Results

29 Conclusions The present simulation has reasonable agreement with the experimental data from wind tunnel experiment performed by Meroney et al (1996). Among the turbulence models used in this study, Reynolds Stress Transport model (RSTM) shows better agreement with experiment in most of the cases. For higher wind speeds less gaseous emission will happen on the walls of the buildings. Particle transport and deposition on the surfaces depend on the wind speed and size of the particles. Particle deposition is controlled by Brownian motion for low velocities and Gravity for large particles.


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