TECHNICAL PAPERS
Sep 1, 1987

Mean Flow Characteristics of Redeveloping Flows

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 9

Abstract

Turbulent boundary layer flow past a bluff body placed on a boundary is characterized by the formation of a standing eddy just downstream of the separation point and reattachment and redevelopment of the flow downstream of the reattachment point. Atmospheric boundary layer flow past buildings and shelter belts (used in agriculture), the spread of polluted air in the vicinity of buildings, evaporation, and other exchange processes near vegetation cover are some of the practical problems in which the knowledge of the characteristics of a redeveloping boundary layer would be extremely useful. The present study was undertaken to study the mean flow characteristics of the turbulent boundary layer disturbed by the presence of an obstacle on a flat surface. The experiments reported in this paper are restricted to the redeveloping boundary layer flow past two‐dimensional, sharp‐edged fences placed over a flat boundary. Data on redeveloping boundary layer flow past obstacles of other shapes, collected by other investigators, are also used in the analysis.

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References

1.
Bradshaw, P., and Wong, F., “The Reattachment and Relaxation of a Turbulent Shear Layer,” Journal of Fluid Mechanics, Vol. 52, Mar., 1982.
2.
Castro, I. P., and Fackrell, J. E., “A Note on Two Dimensional Fence Flows with Emphasis on Wall Constraints,” Journal of Industrial Aerodynamics, Vol. 2, 1977.
3.
Clauser, F. H., “Turbulent Boundary Layer in Adverse Pressure Gradients,” Journal of Aerodynamics, Feb., 1954.
4.
Coles, D., “The Law of thé Wake in the Turbulent Boundary Layer,” Journal of Fluid Mechanics, Vol. 1, Jul., 1956.
5.
Gupta, V. P., “Experimental Study of Disturbed Turbulent Boundary Layer Flow,” thesis presented to the University of Roorkee, Roorkee, India, in 1980, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
6.
Gupta, V. P., and Ranga Raju, K. G., “Separated Flow in Lee of Solid and Porous Fences,” Journal of Hydraulic Engineering, ASCE, Oct., Vol. 13, No. 10, 1987, in press.
7.
Petryk, S., and Brundrett, E., “Recovery of Turbulent Boundary Layer by a Single Roughness Element,” Report, No. 2, Department of Mechanical Engineering, University of Waterloo, Waterloo, Ontario, Canada, 1967.
8.
Plate, E. J., “Diffusion from a Ground Level Line Source into the Disturbed Turbulent Boundary Layer Downstream of a Fence,” International Journal of Heat and Mass Transfer, Vol. 10, 1967.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 9September 1987
Pages: 1144 - 1158

History

Published online: Sep 1, 1987
Published in print: Sep 1987

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Authors

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Ved P. Gupta
Asst. Prof., Dept. of Civ. Engrg., Univ. of Jodhpur, Jodhpur, India
Kittur G. Raju Ranga
Prof., Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee, India

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