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Perturbation dynamics in unsteady pipe flows

Published online by Cambridge University Press:  14 October 2021

M. Zhao
Affiliation:
Department Engineering Mechanics, Dalian University of Technology, Dalian 116024, China
M. S. Ghidaoui*
Affiliation:
Department of Civil Engineering, The Hong Kong University of Science and Technology, Hong Kong
A. A. Kolyshkin
Affiliation:
Department of Engineering Mathematics, Riga Technical University Riga, Latvia LV 1048
*
Author to whom correspondence should be addressed: [email protected]

Abstract

This paper deals with perturbed unsteady laminar flows in a pipe. Three types of flows are considered: a flow accelerated from rest; a flow in a pipe generated by the controlled motion of a piston; and a water hammer flow where the transient is generated by the instantaneous closure of a valve. Methods of linear stability theory are used to analyse the behaviour of small perturbations in the flow. Since the base flow is unsteady, the linearized problem is formulated as an initial-value problem. This allows us to consider arbitrary initial conditions and describe both short-time and long-time evolution of the flow. The role of initial conditions on short-time transients is investigated. It is shown that the phenomenon of transient growth is not associated with a certain type of initial conditions. Perturbation dynamics is also studied for long times. In addition, optimal perturbations, i.e. initial perturbations that maximize the energy growth, are determined for all three types of flow discussed. Despite the fact that these optimal perturbations, most probably, will not occur in practice, they do provide an upper bound for energy growth and can be used as a point of reference. Results of numerical simulation are compared with previous experimental data. The comparison with data for accelerated flows shows that the instability cannot be explained by long-time asymptotics. In particular, the method of normal modes applied with the quasi-steady assumption will fail to predict the flow instability. In contrast, the transient growth mechanism may be used to explain transition since experimental transition time is found to be in the interval where the energy of perturbation experiences substantial growth. Instability of rapidly decelerated flows is found to be associated with asymptotic growth mechanism. Energy growth of perturbations is used in an attempt to explain previous experimental results. Numerical results show satisfactory agreement with the experimental features such as the wavelength of the most unstable mode and the structure of the most unstable disturbance. The validity of the quasi-steady assumption for stability studies of unsteady non-periodic laminar flows is discussed.

Type
Research Article
Copyright
Copyright © Cambridge University Press 2007

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References

REFERENCES

Ben-Dov, G., Levinski, V. & Cohen, J. 2003 On the mechanism of optimal disturbances: the role of a pair of nearly parallel modes. Phys. Fluids 15, 19611972.Google Scholar
Bergström, L. 1992 Initial algebraic growth of small angular dependent disturbances in pipe Poiseuille flow. Stud. Appl. Maths 87, 6179.Google Scholar
Bergström, L. 1993 Optimal growth of small disturbances in pipe Poiseuille flow. Phys. Fluids A 5, 27102720.CrossRefGoogle Scholar
Brunone, B., Karney, B., Mecarelli, M. & Ferrante, M. 2000 Velocity profiles and unsteady pipe friction in transient flow. J. Water Resources Planning and Management, ASCE 126, 236244.CrossRefGoogle Scholar
Butler, K. M. & Farrell, B. F. 1992 Three-dimensional optimal perturbations in viscous shear flow. Phys. Fluids A 4 (8), 16371650.CrossRefGoogle Scholar
Chen, C. F. & Kirchner, R. P. 1971 Stability of time-dependent rotational Couette flow. Part 2. Stability analysis. J. Fluid Mech. 48, 365384.CrossRefGoogle Scholar
Corbett, P. & Bottaro, A. 2000 Optimal perturbations for boundary layers subject to streamwise pressure gradient. Phys. Fluids 12, 120130.CrossRefGoogle Scholar
Criminale, W. O., Jackson, T. L., Lasseigne, D. G. & Joslin, R. D. 1997 Perturbation dynamics in viscous channel flows. J. Fluid Mech. 339, 5575.CrossRefGoogle Scholar
Das, D. & Arakeri, J. H. 1998 Transition of unsteady velocity profiles with reverse flow. J. Fluid Mech. 374, 251283.CrossRefGoogle Scholar
Ellingsen, T. & Palm, E. 1975 Stability of linear flow. Phys. Fluids 18 (4), 487488.Google Scholar
Ghidaoui, M. S. & Kolyshkin, A. A. 2001 Stability analysis of velocity profiles in water-hammer flows. J. Hydraul. Engng ASCE 127, 499512.Google Scholar
Ghidaoui, M. S. & Kolyshkin, A. A. 2002 A quasi-steady approach to the instability of time-dependent flows in pipes. J. Fluid Mech. 465, 301330.CrossRefGoogle Scholar
Greenblatt, D. & Moss, E. A. 2003 Rapid transition to turbulence in pipe flows accelerated from rest. J. Fluids Engng 125, 10721075.CrossRefGoogle Scholar
Gromeka, I. S. 1882 On the theory of fluid motion in narrow cylindrical pipes. Kazan University Research Notes, 32 pp. (In Russian).Google Scholar
Hall, P. 1975 The stability of Poiseuille flow modulated at high frequencies. Proc. R. Soc. Lond. A 465, 453464.Google Scholar
Hall, P. & Parker, K. H. 1976 The stability of the decaying flow in a suddenly blocked channel flow. J. Fluid Mech. 75, 305314.CrossRefGoogle Scholar
Henningson, D. S. & Reddy, S. C. 1994 On the role of linear mechanisms in transition to turbulence. Phys. Fluids 6 (3), 13961398.CrossRefGoogle Scholar
Hino, M., Sawamoto, M. & Takasu, S. 1976 Experiments on transition to turbulence in an oscillatory pipe flow. J. Fluid Mech. 75, 193207.CrossRefGoogle Scholar
Joseph, D. D. 1976 Stability of Fluid Motion I. Springer.Google Scholar
von Kerczek, C. 1982 The stability of oscillatory plane Poiseuille flow. J. Fluid Mech. 116, 91114.CrossRefGoogle Scholar
Landahl, M. T. 1980 A note on an algebraic instability of inviscid parallel shear flows. J. Fluid Mech. 98, 243251.Google Scholar
Lasseigne, D. G., Joslin, R. D., Jackson, T. L. & Criminale, W. O. 1999 The transient period for boundary layer disturbances. J. Fluid Mech. 381, 89119.CrossRefGoogle Scholar
Lefebvre, P. J. & White, F. M. 1989 Experiments on transition to turbulence in a constant-acceleration pipe flow. J. Fluids Engng 124, 236240.Google Scholar
Levin, O. & Henningson, D. S. 2003 Exponential vs algebraic growth and transition prediction in boundary layer flow. Flow Turbulence Combust. 70, 183210.CrossRefGoogle Scholar
Lopez, J. M., Marques, F. & Shen, J. 2002 An efficient spectral-projection method for the Navier–Stokes equations in cylindrical geometries II. Three-dimensional cases. J. Comput. Phys. 176, 384401.CrossRefGoogle Scholar
Moin, P. & Kim, J. 1980 On the numerical solution of time-dependent viscous incompressible fluid flows involving solid boundaries. J. Comput. Phys. 35, 381392.CrossRefGoogle Scholar
Reddy, S. C. & Henningson, D. S. 1993 Energy growth in viscous channel flows. J. Fluid Mech. 252, 209238.CrossRefGoogle Scholar
Schlichting, H. 1979 Boundary-Layer Theory. McGraw–Hill.Google Scholar
Schmid, P. J. 2000 Linear stability theory and bypass transition in shear flows. Phys. Plasmas 7, 17881794.10.1063/1.874049CrossRefGoogle Scholar
Schmid, P. J. & Henningson, D. S. 1994 Optimal energy density growth in Hagen–Poiseuille flow. J. Fluid Mech. 277, 195225.CrossRefGoogle Scholar
Schmid, P. J. & Henningson, D. S. 2001 Stability and Transition in Shear Flows. Springer.CrossRefGoogle Scholar
Szymanski, P. 1932 Some exact solutions of the hydrodynamic equations of a viscous fluid in the case of a cylindrical tube. J. Math. Pures Appl. 11, 67107.Google Scholar
Vanderplaats Research & Development 2000 DOT Manual. Colorado.Google Scholar
Waters, S. L. & Pedley, T. J. 1999 Oscillatory flow in a tube of time-dependent curvature. Part 1. Perturbation to flow in a stationary curved tube. J. Fluid Mech. 383, 327352.CrossRefGoogle Scholar
Wylie, E. B. & Streeter, V. L. 1993 Fluid Transient in Systems, Prentice–Hall.Google Scholar
Yang, W. H. & Yih, C. S. 1977 Stability of time-periodic flows in a circular pipe. J. Fluid Mech. 82, 497505.CrossRefGoogle Scholar
Zhao, M., Ghidaoui, M. S. & Kolyshkin, A. A. 2004 Investigation of the mechanisms responsible for the breakdown of axisymmetry in pipe transient. J. Hydraul. Res. 42, 645656.CrossRefGoogle Scholar