HYD-10
Darcy–Weisbach head loss
hf = f (L/D) V² / (2g). The pipe friction equation.
Governing equation
where
- f
- Friction factor (—)
- L
- Length (m)
- D
- Diameter (m)
- V
- Velocity (m/s)
- h_f
- Head loss (m)
The figure, part by part
Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.
Governing law — red
Domain of the variable — blue
Response curve — green
Rate of change — amber
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-10 — Darcy–Weisbach head loss) is the form associated with Darcy–Weisbach. Working symbols: , , , . f from Moody: laminar 64/Re, turbulent a function of Re and ε/D.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Head loss h_f1.359 m
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Narration of this film
A pipe, a velocity, a falling piezometric line.
f from Moody: laminar 64/Re, turbulent a function of Re and ε/D.
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