Flow in a commercial steel pipe

L. I. Langelandsvik, G. J. Kunkel, A. J. Smits

Research output: Contribution to journalArticle

71 Scopus citations

Abstract

Mean flow measurements are obtained in a commercial steel pipe with krms/D = 1/26 000, where krms is the roughness height and D the pipe diameter, covering the smooth, transitionally rough, and fully rough regimes. The results indicate a transition from smooth to rough flow that is much more abrupt than the Colebrook transitional roughness function suggests. The equivalent sandgrain roughness was found to be 1.6 times the r.m.s. roughness height, in sharp contrast to the value of 3.0 to 5.0 that is commonly used. The difference amounts to a reduction in pressure drop for a given flow rate of at least 13% in the fully rough regime. The mean velocity profiles support Townsend's similarity hypothesis for flow over rough surfaces.

Original languageEnglish (US)
Pages (from-to)323-339
Number of pages17
JournalJournal of Fluid Mechanics
Volume595
DOIs
StatePublished - Jan 25 2008

All Science Journal Classification (ASJC) codes

  • Condensed Matter Physics
  • Mechanics of Materials
  • Mechanical Engineering

Fingerprint Dive into the research topics of 'Flow in a commercial steel pipe'. Together they form a unique fingerprint.

Cite this