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Instability of flow through pipes of general cross-section, Part 2

Published online by Cambridge University Press:  26 February 2010

F. T. Smith
Affiliation:
University of Western Ontario, London, Ontario, Canada.
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Summary

A study complementary to Part 1 (Smith 1979) is made of the linear stability characteristics, at high Reynolds number (R), of Poiseuille How through tubes with closed cross-sections. The first significant deviation of the upper branch of the neutral stability curve (Part 1 having described the lower bilanch) from that of plane Poiseuille flow arises when the aspect ratio is decreased from infinity to O(R1/11). The axial wavenumber α on the upper branch is then O(R-1/11). A further decrease of the aspect ratio, to a finite value, forces this α to fall sharply to O(R-1). A similar phenomenon occurs for the lower branch (Part 1). Thus the two branches are likely to meet only when the aspect ratio becomes finite, with the neutrally stable disturbances then having very large axial length scales.

Type
Research Article
Copyright
Copyright © University College London 1979

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References

Graebel, W. P.. 1966, J. Fluid Meek, 24, 497.CrossRefGoogle Scholar
Lin, C. C.. 1955, The theory of hydrodynamic stability (Cambridge University Press).Google Scholar
Reid, W. H.. 1965, in Basic developments in fluid dynamics, vol. 1, ed. Holt, M. (Academic Press).Google Scholar
Smith, F. T.. 1979, (Part 1), Mathematika, 26, 187210.CrossRefGoogle Scholar
Stuart, J. T.. 1963, Ch. IX of Laminar boundary layers, ed. Rosenhead, L..Google Scholar