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Non-Unique Solutions in Turbulent Curved Pipe Flow

  • B. J. Boersma
  • F. T. M. Nieuwstadt
Conference paper
Part of the ERCOFTAC Series book series (ERCO, volume 5)

Abstract

The mean flow and turbulent statistics obtained from the direct numerical simulation of a fully developed turbulent flow through a curved pipe with circular cross-section are reported. The Reynolds number based on the bulk velocity and the pipe diameter is approximately 5500, the radius of curvature is equal to five pipe diameters. In the cross-section of the pipe a strong secondary motion is observed. It is shown that in the turbulent case multiple time mean solutions of governing equations exist.

Keywords

Wall Shear Stress Direct Numerical Simulation Pipe Wall Pipe Flow Pipe Diameter 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media Dordrecht 1997

Authors and Affiliations

  • B. J. Boersma
    • 1
  • F. T. M. Nieuwstadt
    • 1
  1. 1.Laboratory for Aero and HydrodynamicsDelft University of TechnologyDelftThe Netherlands

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