Flow in a commercial steel pipe
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Publication:5444209
DOI10.1017/S0022112007009305zbMath1159.76304WikidataQ56170083 ScholiaQ56170083MaRDI QIDQ5444209
Gary J. Kunkel, L. I. Langelandsvik, Alexander Smits
Publication date: 25 February 2008
Published in: Journal of Fluid Mechanics (Search for Journal in Brave)
Experimental work for problems pertaining to fluid mechanics (76-05) Transition to turbulence (76F06)
Related Items (10)
A new approach to understanding and modelling the influence of wall roughness on friction factors for pipe and channel flows ⋮ Turbulent boundary layers on a systematically varied rough wall ⋮ Direct numerical simulation of turbulent flow over a rough surface based on a surface scan ⋮ Direct numerical simulation of turbulence over systematically varied irregular rough surfaces ⋮ Scaling of near-wall turbulence in pipe flow ⋮ Experimental investigation of the structure of large- and very-large-scale motions in turbulent pipe flow ⋮ A new explicit friction factor formula for laminar, transition and turbulent flows in smooth and rough pipes ⋮ Azimuthal structure of turbulence in high Reynolds number pipe flow ⋮ Moving beyond Moody ⋮ Amplitude and wavelength scaling of sinusoidal roughness effects in turbulent channel flow at fixed
Cites Work
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- Further support for Townsend’s Reynolds number similarity hypothesis in high Reynolds number rough-wall pipe flow
- A note on “critical roughness height” and “transitional roughness”
- Experimental support for Townsend’s Reynolds number similarity hypothesis on rough walls
- Evaluation of a universal transitional resistance diagram for pipes with honed surfaces
- Mean-flow scaling of turbulent pipe flow
- Further observations on the mean velocity distribution in fully developed pipe flow
- Roughness effects in turbulent pipe flow
- A new friction factor relationship for fully developed pipe flow
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