HYD-34
Colebrook snapshot (Haaland f)
1/√f = −1.8 log10[(ε/D/3.7)^{1.11} + 6.9/Re]. Explicit Haaland fit to Colebrook.
Governing equation
where
- \varepsilon
- Roughness (mm)
- D
- Diameter (mm)
- \mathrm{Re}
- Reynolds (—)
- f
- Friction factor (—)
Lecture brief
Historical brief
Open-channel and pipe flow were written by Chezy, Manning, Darcy and Weisbach in the nineteenth century, then Bakhmeteff and Bélanger on the hydraulic jump. The sheets compute conveyance, head loss and gradually varied profiles. This sheet (HYD-34 — Colebrook snapshot (Haaland f)) is the form associated with Colebrook–White · Haaland. Working symbols: , , . Colebrook matches the log-law overlap to Nikuradse's sand grain. Implicit in f; Haaland is within ~2 %.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Friction factor f0.0186 —
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Narration of this film
A Moody point, a roughness, a friction factor.
Colebrook matches the log-law overlap to Nikuradse's sand grain. Implicit in f; Haaland is within ~2 %.
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