Transitional water flow in steady-state

DOI10.1016/j.apm.2019.07.041zbMath1450.76016OpenAlexW2966526795MaRDI QIDQ1988672

Stefan Kaltenbacher, Martin Horn, Martin Steinberger

Publication date: 24 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.07.041

zbMATH Keywords

smooth interpolationColebrook-White flowcritical Reynolds regimeDarcy-Weisbach flowpipe roughness

Mathematics Subject Classification ID

Transition to turbulence (76F06)

Related Items (2)

Pipe roughness identification of water distribution networks: the full turbulent case ⋮ Pipe roughness identification of water distribution networks: a tensor method

Uses Software

• EPANET

Cites Work

• Roughness effects in turbulent pipe flow

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