TECHNICAL PAPERS
Apr 1, 2001

Numerical Study on Flow over Buildings in Street Canyon

Publication: Journal of Environmental Engineering
Volume 127, Issue 4

Abstract

A 2D numerical investigation of the relationships between building height, gap distance, and wind velocity for flow in a street canyon is conducted using the computational fluid dynamics technique. The numerical scheme is first applied to a backward-facing step flow over a wide range of Reynolds numbers. Good agreement with experimental data from literature is found. It is then applied to study the flow around two rectangular buildings with various building heights, gap distances, and approaching wind velocities. Simulations show that the wind profile upstream of buildings is similar under different inflow wind velocities for a fixed building height. The maximum wind velocity in the street canyon largely depends on the configuration of the buildings. It increases dramatically when the gap-to-height ratio (G/H) of the buildings is increased from 0.75 to 1.0 but increases only mildly for G/H rising from 1.0 to 1.5. No significant increase in velocity can be found for a further increase in G/H. The flow pattern in the street canyon becomes more complex with an increasing height-to-gap ratio (H/G), particularly at low inflow velocity. Two or more stable recirculation vortices, which stack vertically in the street canyon, are found for H/G ≥ 3. For those simulations with nonidentical buildings, natural ventilation tends to be better in the case of the higher building located upstream.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Armaly, B. F., Durst, F., Pereira, J. C. F., and Schönung, B. ( 1983). “Experimental and theoretical investigation of backward facing step flow.” J. Fluid Mech., Cambridge, U.K., 127, 473–496.
2.
Chorin, A. J. ( 1968). “Numerical solution of the Navier-Stokes equations.” Mathematics of Computation, 22, 745–762.
3.
Cruchaga, M. A., and Oñate, E. ( 1997). Comp. Methods in Appl. Mech. and Engrg., 143, 49–67.
4.
Ghosal, S., Lund, T., Moin, P., and Akselvoll, K. ( 1995). “A dynamic localization model for large-eddy simulation of turbulent flows.” J. Fluid Mech., Cambridge, U.K., 286, 229–255.
5.
He, P., Katayama, T., and Hayashi, T. ( 1997). “Numerical simulation of air flow in an urban area with regularly aligned blocks.” J. Wind Engrg. and Industrial Aerodynamics, 67–68, 281–291.
6.
Hughes, T. J. R., Franca, L. P., and Balestra, M. ( 1986). “A new finite element formulation for computational fluid dynamics: V. Circumventing the Babuska-Brezzi condition: A stable Petrov-Galerkin formulation of the Stokes problem accommodating equal-order interpolations.” Comp. Methods in Appl. Mech. and Engrg., 59, 85–99.
7.
Liu, C. H., and Leung, D. Y. C. ( 1998). “Evaluation of an atmospheric boundary layer model used for air pollution studies.” J. Appl. Meteorology, 37, 1561–1576.
8.
Moin, P., and Mahesh, K. ( 1998). “Direct numerical simulation: A tool in turbulence research.” Annu. Rev. of Fluid Mech., 30, 539–578.
9.
Patanker, S. V. ( 1980). Numerical heat transfer and fluid flow, McGraw-Hill, New York.
10.
Reddy, J. N., and Gartling, D. K. ( 1994). The finite element method in heat transfer and fluid dynamics, CRC, Boca Raton, Fla.
11.
Rodi, W., and Mansour, N. N. ( 1993). “Low Reynolds number κ-ε modeling with the aid of direct numerical simulation data.” J. Fluid Mech., Cambridge, U.K., 250, 509–529.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 127Issue 4April 2001
Pages: 369 - 376

History

Received: Jan 19, 2000
Published online: Apr 1, 2001
Published in print: Apr 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Res. Student, Dept. of Mech. Engrg., Univ. of Hong Kong, Pokfulam Rd., Hong Kong.
Assoc. Prof., Dept. of Mech. Engrg., Univ. of Hong Kong, Pokfulam Rd., Hong Kong.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share