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Relationships between turbulent intensities in turbulent pipe and channel flows

Published online by Cambridge University Press:  04 July 2016

Kaisar Mosa
Affiliation:
Department of Mechanical Engineering, University of Technology, Baghdad
Mati Alshamani
Affiliation:
Department of Mechanical Engineering, University of Technology, Baghdad

Extract

Axial, normal (radial) and tangential turbulence intensity measurements have been carried out in the past in pipe and two-dimensional channel flows, e.g. Refs. 1-9. A similarity in the distribution of these turbulence intensities is observed. They are all minimum at the centreline, increasing steadily as the wall is approached, until they reach some maximum values close to the wall, then they start to decrease as the wall is approached further. Furthermore, the three components of turbulence intensity have been observed to vary in a similar way with the Reynolds number.

On the other hand, the Prandtl mixing length theory assumes that the turbulent fluctuations are proportional to the product of a local mixing length and a velocity gradient. This implies that the turbulence fluctuations are directly proportional to each other. It is, therefore, found worthwhile examining the possibility of a relationship between the turbulence intensities. Smooth pipe and channel flows are chosen for this purpose.

Type
Technical Note
Copyright
Copyright © Royal Aeronautical Society 1979 

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References

1. Sandborn, V. A. Experimental evaluation of momentum terms in turbulent pipe flow. NACA TN 3266, 1954.Google Scholar
2. Laufer, J. The structure of turbulence in fully developed pipe flow. NACA TN 2954, 1953.Google Scholar
3. Coantic, M. Contribution à l'etude theorique et experimentale de l'ecoulement turbulent dans un tube circulaire. Theses de 3θ cycle, Marseille, 1959.Google Scholar
4. Clark, J. A. Study of incompressible turbulent boundary layers in a two-dimensional wind tunnel. PhD Thesis, Queen's University of Belfast, 1966.Google Scholar
5. Clark, J. A. A study of incompressible turbulent boundary layers in channel flow. Trans. ASME, J. Basic Eng., No 90, pp 455468, 1968.Google Scholar
6. Comte-Bellot, G. Turbulent flow between two parallel walls. PhD Thesis, University of Grenoble, 1963. (Translated into English by P. Bradshaw in ARC 31 609, FM 4102, 1969.)Google Scholar
7. Laufer, J. Investigation of turbulent flow in a two-dimensional channel. NACA TN 2123, 1950.Google Scholar
8. Brookshire, W. A. A study of turbulent shear flow in pipes. Louisiana State University, PhD Thesis, Chemical Engineering Department, 1961.Google Scholar
9. Barbin, A. R. and Jones, J. B. Turbulent flow in the inlet region of a smooth pipe. Trans ASME, J. Basic Eng., Vol. 85, Series D, pp 2934, March 1963.Google Scholar
10. Alshamani, K. M. M. Correlations among turbulent shear stress, turbulent kinetic energy, and axial turbulence intensity. AIAA Jl., Vol 16, No 8, pp 859861, August 1978.Google Scholar