- 2077 Chaitra · 2+4+2 marks
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 against the Reynolds number for flow in circular pipes, with a family of curves for different relative roughness (equivalent sand roughness / diameter). Both axes are logarithmic: (from about to ) on the horizontal axis, (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:
| Region | Re | f depends on |
|---|---|---|
| Laminar | < 2000 | only, (straight line) |
| Critical zone | 2000 to 4000 | Unstable, not reliable |
| Smooth turbulent | > 4000 | only (lowest curve) |
| Transition (partly rough) | middle | both and (Colebrook-White) |
| Fully rough | right of dashed line | only (horizontal lines) |
Basis of the chart
- Laminar flow: Hagen-Poiseuille law gives .
- Smooth pipes: Blasius (, ) and Prandtl's universal law .
- Rough pipes: von Karman-Prandtl law from Nikuradse's sand-roughened pipe experiments, .
- Transition region: the Colebrook-White equation, which joins the smooth and rough laws:
Moody plotted this equation using the equivalent roughness of commercial pipes (Nikuradse's artificial roughness corrected to commercial pipe behaviour).
Uses
- To find for a given and , then the head loss .
- To identify the flow regime (laminar, smooth, transition, rough) of a pipe.
- To solve the three types of pipe problems (find , find , find ), by iteration.
- To get the equivalent roughness 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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