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Moody's chart basis and uses

Short answer

Moody’s chart plots Darcy–Weisbach friction factor f versus Reynolds number Re for circular pipes, with curves for relative roughness k/D. It is based on laminar, smooth, and rough pipe equations. It is used to determine f, head loss, flow regime, and for pipe design problems.

Describe Moody's Chart. What are the basis to draw such a diagram? State its uses.

Description

Moody's chart is a graph of the Darcy-Weisbach friction factor ff against the Reynolds number ReRe for flow in circular pipes, with a family of curves for different relative roughness k/Dk/D (equivalent sand roughness / diameter). Both axes are logarithmic: ReRe (from about 10310^3 to 10810^8) on the horizontal axis, ff (about 0.008 to 0.1) on the vertical axis, and the relative roughness is marked on the right-hand scale.

 f
 0.1 |\ laminar     critical     k/D curves
     | \  f=64/Re   zone    _________ 0.05
 0.05|  \          |      __/   ______ 0.01
     |   \_        |  ___/ ___/ ______ 0.001
 0.02|     \______ |_/ ___/   _______  0.0001
     |  smooth pipe curve ___/  (rough: flat lines)
 0.01|                   transition|  fully rough
     +--------------------------------- Re (log)
     10^3   10^4    10^5   10^6    10^7

Regions of the chart:

RegionRef depends on
Laminar< 2000ReRe only, f=64/Ref = 64/Re (straight line)
Critical zone2000 to 4000Unstable, not reliable
Smooth turbulent> 4000ReRe only (lowest curve)
Transition (partly rough)middleboth ReRe and k/Dk/D (Colebrook-White)
Fully roughright of dashed linek/Dk/D only (horizontal lines)

Basis of the chart

  1. Laminar flow: Hagen-Poiseuille law gives f=64/Ref = 64/Re.
  2. Smooth pipes: Blasius (f=0.316/Re0.25f = 0.316/Re^{0.25}, Re<105Re < 10^5) and Prandtl's universal law 1f=2log⁡10(Ref)−0.8\dfrac{1}{\sqrt f} = 2\log_{10}(Re\sqrt f) - 0.8.
  3. Rough pipes: von Karman-Prandtl law from Nikuradse's sand-roughened pipe experiments, 1f=2log⁡10Dk+1.14\dfrac{1}{\sqrt f} = 2\log_{10}\dfrac{D}{k} + 1.14.
  4. Transition region: the Colebrook-White equation, which joins the smooth and rough laws:
1f=−2log⁡10(k/D3.7+2.51Ref)\frac{1}{\sqrt f} = -2\log_{10}\left(\frac{k/D}{3.7} + \frac{2.51}{Re\sqrt f}\right)

Moody plotted this equation using the equivalent roughness of commercial pipes (Nikuradse's artificial roughness corrected to commercial pipe behaviour).

Uses

  • To find ff for a given ReRe and k/Dk/D, then the head loss hf=fLV22gDh_f = \dfrac{fLV^2}{2gD}.
  • To identify the flow regime (laminar, smooth, transition, rough) of a pipe.
  • To solve the three types of pipe problems (find hfh_f, find QQ, find DD), by iteration.
  • To get the equivalent roughness kk of an old or commercial pipe from test data.
  • To compare materials and judge how much capacity is lost as a pipe ages and becomes rough.

✓ Answer checked by Claude Sonnet 5.5

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