Analysis and comparison between rough channel and pipe flows

Direct numerical simulations of turbulent channel and pipe flows are presented to highlight the effect of roughness at low Reynolds number (Reτ = 180 − 360). Several surfaces are reproduced with the immersed boundaries method, allowing a one-to-one comparison of the two canonical flows. In general, all rough surfaces produce the same effect on the flow in pipes and channels, with small differences in the roughness function, RMS velocities and spectral energy density of pipes and channels. The only exception is for the rough surfaces made of longitudinal bars. In particular, the triangular bars (riblets) show drag reduction in the channel and drag increase in the pipe. This behaviour is linked to the development of spanwise rollers and wide u-structures near the plane of the crest of the pipe.

[1]  J. Jiménez,et al.  Hydrodynamic stability and breakdown of the viscous regime over riblets , 2011, Journal of Fluid Mechanics.

[2]  B. Ganapathisubramani,et al.  Effects of spanwise spacing on large-scale secondary flows in rough-wall turbulent boundary layers , 2015, Journal of Fluid Mechanics.

[3]  H. Sung,et al.  Comparison of large- and very-large-scale motions in turbulent pipe and channel flows , 2015 .

[4]  DNS of transitional rough channels , 2011 .

[5]  J. Lumley,et al.  A First Course in Turbulence , 1972 .

[6]  Arne V. Johansson,et al.  Turbulent pipe flow: Statistics, Re-dependence, structures and similarities with channel and boundary layer flows , 2014 .

[7]  Paolo Orlandi,et al.  Fluid Flow Phenomena , 2000 .

[8]  R. Verzicco,et al.  A Finite-Difference Scheme for Three-Dimensional Incompressible Flows in Cylindrical Coordinates , 1996 .

[9]  R. Mathis,et al.  Comparison of large-scale amplitude modulation in turbulent boundary layers, pipes, and channel flows , 2009 .

[10]  A. Smits,et al.  Wall-bounded turbulent flows at high Reynolds numbers: Recent advances and key issues , 2010 .

[11]  P. Moin,et al.  Reynolds-stress and dissipation-rate budgets in a turbulent channel flow , 1987, Journal of Fluid Mechanics.

[12]  G. B. Nogueras Entrainment Effects in Turbulent Boundary Layers , 2015 .

[13]  J. Jiménez Turbulent flows over rough walls , 2004 .

[14]  Paolo Orlandi,et al.  Fluid Flow Phenomena: A Numerical Toolkit , 1999 .

[15]  Jason Monty,et al.  Comparison of turbulent channel and pipe flows with varying Reynolds number , 2011 .

[16]  Effect of wall-boundary disturbances on turbulent channel flows , 2006, Journal of Fluid Mechanics.

[17]  P. Moin,et al.  A direct numerical simulation study on the mean velocity characteristics in turbulent pipe flow , 2008, Journal of Fluid Mechanics.

[18]  Jerry Westerweel,et al.  Fully developed turbulent pipe flow: a comparison between direct numerical simulation and experiment , 1994, Journal of Fluid Mechanics.

[19]  Jason Monty,et al.  Large-scale features in turbulent pipe and channel flows , 2007, Journal of Fluid Mechanics.

[20]  P. Orlandi The importance of wall-normal Reynolds stress in turbulent rough channel flows , 2013 .

[21]  Javier Jiménez,et al.  Turbulent fluctuations above the buffer layer of wall-bounded flows , 2008, Journal of Fluid Mechanics.

[22]  Paolo Orlandi,et al.  DNS of turbulent channel flows with two- and three-dimensional roughness , 2006 .

[23]  M. R. Head,et al.  Some observations on skin friction and velocity profiles in fully developed pipe and channel flows , 1969, Journal of Fluid Mechanics.

[24]  Jason Monty,et al.  A comparison of turbulent pipe, channel and boundary layer flows , 2009, Journal of Fluid Mechanics.