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A turbulent flow over a curved hill. Part 2. Effects of streamline curvature and streamwise pressure gradient

Published online by Cambridge University Press:  26 April 2006

V. Baskaran
Affiliation:
Department of Mechanical Engineering, University of Melbourne, Parkville 3052, Australia
A. J. Smits
Affiliation:
Department of Mechanical Engineering, University of Melbourne, Parkville 3052, Australia
P. N. Joubert
Affiliation:
Department of Mechanical Engineering, University of Melbourne, Parkville 3052, Australia

Abstract

The changes in turbulence in a flow over a two-dimensional curved hill, described in Part 1 (Baskaran, Smits & Joubert 1987), are analysed in the light of transport equations for the turbulent kinetic energy, $\frac{1}{2}\overline{q^2}$, and the primary shear stress, $-\overline{uv}$, in order to infer the way in which the extra strain rates due to streamline curvature and the streamwise pressure gradient contribute to the changes. Interaction between the two extra strain rates is also considered. The triple correlation data presented here are consistent with the fact already established in Part 1 that the upwind boundary-layer structure bifurcates to form two distinct turbulent zones over the hill, namely, an internal boundary layer and an external free turbulent flow. The source terms in the transport equations imply that the effects of streamline curvature and streamwise pressure gradient are felt differently on $\overline{q^2}$ and $-\overline{uv}$. The present experimental results show that the shear stress is more sensitive to streamline curvature than is the turbulent kinetic energy. The anisotropy parameter, $\overline{u^2}/\overline{v^2}$, plays a major role in determining the difference in the behaviour of $\overline{q^2}$ and $-\overline{uv}$ under the influence of streamline curvature. The distribution of turbulent lengthscales follows the general formulae suggested by Bradshaw (1969) for streamline curvature of either sign. The pressure-strain redistribution term deduced from the experimental data is in good agreement with the model of Zeman & Jensen (1987) for flows over hills. The influence of streamwise pressure gradient enters through the normal stress production terms, which appears only in the transport equation for $\overline{q^2}$. The transport terms are found to be affected by streamline curvature. To the thin shear layer approximation, the interaction between streamline curvature and streamwise pressure gradient appears to be weak.

Type
Research Article
Copyright
© 1991 Cambridge University Press

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References

Barlow, R. S. & Johnston, J. P. 1988 J. Fluid Mech. 191, 137.
Baskaran, V., Smits, A. J. & Joubekt, P. N. 1987 J. Fluid Mech. 182, 47.
Bradshaw, P. 1967 J. Fluid Mech. 30, 241.
Bradshaw, P. 1969 J. Fluid Mech. 36, 177.
Bradshaw, P. 1973 Effects of streamline curvature on turbulent flow. AGARDograph 169.Google Scholar
Bradshaw, P. & Ferris, D. H. 1965 The response of a retarded equilibrium turbulent boundary layer to the sudden removal of pressure gradient. NPL Aero. Rep. 1145, NPL, Teddington, England.Google Scholar
Bradshaw, P. & Unsworth, K. 1974 An improved FORTRAN program for the Bradshaw—Ferris—Atwell method of calculating turbulent shear layers. IC Aero. Rep. 74–02.Google Scholar
Castro, I. P. & Bradshaw, P. 1976 J. Fluid Mech. 73, 265.
Galperin, B. & Melloh, G. L. 1989 The effects of streamline curvature and spanwise rotation on turbulent boundary layers, submitted for publication.
Gibson, M. M. 1988 Zoran Zaric Memorial International Seminar on Near-wall Turbulence, Dubrovnik, Yugoslavia.
Gibson, M. M. & Rodi, W. 1981 J. Fluid Mech. 103, 161.
Gibson, M. M. & Verriopoulos, C. A. 1984 Exps Fluids 2, 25.
Gibson, M. M., Verriopoulos, C. A. & Vlachos, N. S. 1984 Exps Fluids 2, 17.
Gillis, J. C. & Johnston, J. P. 1983 J. Fluid Mech. 135, 123.
Hunt, I. A. & Joubert, P. N. 1979 J. Fluid Mech. 91, 633.
Hoffmann, P. M., Muck, K. C. & Bradshaw, P. 1985 J. Fluid Mech. 161, 371.
Jackson, P. S. & Hunt, J. C. R. 1975 Q. J. R. Met. Soc. 101, 929.
Koyama, H. 1983 Proc. 4th Symp. on Turbulent Shear Flows, University of Karlsruhe, Karlsruhe, Germany, p. 6.32.
Morton, B. R. 1984 Geophys. Astrophys. Fluid Dyn. 98, 277.
Muck, K. C., Hoffmann, P. H. & Bradshaw, P. 1985 J. Fluid Mech. 161, 347.
Nakayama, A. 1987 J. Fluid Mech. 175, 215.
Prabhu, A. & Sundarasiva Rao, B. N. 1981 Turbulent boundary layers in a longitudinally curved stream. Rep. 81 FM10. IISc, Bangalore, India.
Ramaprian, B. R. & Shivaprasad, B. G. 1978 J. Fluid Mech. 85, 273.
Ramjee, V., Tulapurkara, E. G. & Rajasekar, R. 1988 AIAA J. 26 (8), 948.
Savill, A. M. 1983 in Structure of Complex Turbulent Shear Flow (ed. R. Dumas & L. Fulachier). Springer.
Smits, A. J., Young, S. T. B. & Bradshaw, P. 1979 J. Fluid Mech. 94, 209.
So, R. M. C. & Mellor, G. L. 1972 An experimental investigation of turbulent boundary layers along curved surfaces. NASA CR-1940.Google Scholar
Townsend, A. A. 1961 J. Fluid Mech. 11, 97.
Wood, D. H. & Bradshaw, P. 1984 J. Fluid Mech. 139, 347.
Zeman, O. & Jensen, N. O. 1987 Q. J. R. Met. Soc. 113, 55.