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HYD-10

Darcy–Weisbach head loss

hf = f (L/D) V² / (2g). The pipe friction equation.

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Pipe flowDarcy–Weisbach

Governing equation

hf=fLDV22gh_f=f\dfrac{L}{D}\dfrac{V^2}{2g}

V∈[0.2,8]V \in \left[0.2, 8\right]

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.

HYD-10 · pipe
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①

Governing law — red

hf=fLDV22gh_f=f\dfrac{L}{D}\dfrac{V^2}{2g}

V∈[0.2,8]V \in \left[0.2, 8\right]

V=0.2V = 0.2hf=0.014h_f = 0.014

②

Domain of the variable — blue

Vmin⁡=0.2,Vmax⁡=8V_{\min} = 0.2,\quad V_{\max} = 8

V∈[0.2,8]V \in \left[0.2, 8\right]

V=0.2V = 0.2V=0.2V = 0.2

③

Response curve — green

hf=fLDV22gh_f=f\dfrac{L}{D}\dfrac{V^2}{2g}

V∈[0.2,8]V \in \left[0.2, 8\right]

V=0.2V = 0.2hf=0.014h_f = 0.014

④

Rate of change — amber

dhfdV\frac{\mathrm{d}h_f}{\mathrm{d}V}

V∈[0.2,8]V \in \left[0.2, 8\right]

V=0.249V = 0.249hf′=0.169h_f^{\prime} = 0.169

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: ff, LL, DD, VV →\rightarrow hfh_f. f from Moody: laminar 64/Re, turbulent a function of Re and ε/D.

Purpose

Purpose: compute hfh_f from ff, LL, DD, VV in Hydraulics via hf=fLDV22gh_f=f\dfrac{L}{D}\dfrac{V^2}{2g} hf = f (L/D) V² / (2g). The pipe friction equation. Use it when a real hydraulics question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given f=0.020 —f = 0.020\,\mathrm{—}, L=100.000 mL = 100.000\,\mathrm{m}, D=0.300 mD = 0.300\,\mathrm{m}, V=2.000 m/sV = 2.000\,\mathrm{m/s}, the governing relation hf=fLDV22gh_f=f\dfrac{L}{D}\dfrac{V^2}{2g} yields hf=1.359 mh_f = 1.359\,\mathrm{m}. A pipe, a velocity, a falling piezometric line. Move a slider: the numbers are this situation, not a canned story.

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Inputs

Outputs

  • Head loss h_f1.359 m
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HYD-10 · pipe
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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.

Reading speed

Watch on YouTube