Absolute Roughness of Commercial Steel Pipe

ϵsteel=0.000046 m\epsilon_{\mathrm{steel}} = 0.000046\ \text{m}
Value0.000046 m
StatusMeasured: ± 0.000015 m (0.33 relative)
SourceCrane TP-410 / Moody (1944)
CategoriesMaterial PropertiesEngineering & TradeFluid Properties
Absolute Roughness of Commercial Steel Pipe in every length unit
Planck length2.8460855e+30 lP
femtometer46,000,000,000 fm
picometer46,000,000 pm
bohr radius869,274.02 a0
angstrom460,000 Å
nanometer46,000 nm
micrometer46 μm
thou1.8110236 thou
point0.1303937 pt
millimeter0.046 mm
pica0.010866142 pc
centimeter0.0046 cm
inch0.0018110236 in
decimeter0.00046 dm
hand0.00045275591 hh
link0.0002286646 li
foot0.00015091864 ft
US survey foot0.00015091833 ftUS
yard0.000050306212 yd
meter0.000046 m
fathom0.000025153106 ftm
rod0.0000091465839 rd
chain0.000002286646 ch
cable length2.4838013e-07 cb
furlong2.2866460e-07 fur
kilometer4.6000000e-08 km
mile2.8583075e-08 mi
nautical mile2.4838013e-08 nmi
league9.5276916e-09 lea
megameter4.6000000e-11 Mm
Earth radius7.2202166e-12 REarth
light-second1.5343948e-13 ls
lunar distance1.1966732e-13 LD
solar radius6.6120454e-14 Rsun
light-minute2.5573247e-15 lmin
astronomical unit3.0749101e-16 AU
light-year4.8622038e-21 ly
parsec1.4907585e-21 pc
kiloparsec1.4907585e-24 kpc
megaparsec1.4907585e-27 Mpc
gigaparsec1.4907585e-30 Gpc

Learning zone

Absolute roughness is the equivalent sand-grain height that reproduces the observed friction factor, not a profilometer measurement — Nikuradse glued graded sand into pipes to calibrate the scale, and every ε in the Moody chart traces back to that. For new commercial steel, 0.046 mm is the universally quoted figure, and it feeds the relative roughness ε/D that goes into Colebrook or Swamee-Jain.

The word doing the work is "new". Corrosion, tuberculation and scale in an old steel water main can raise effective roughness by a factor of ten or more, and the internal diameter shrinks at the same time — a double penalty, since head loss scales with roughness weakly but with diameter to the fifth power. Designers commonly use a corroded value or an aging allowance for water mains, while keeping the clean figure for compressed air and closed hydronic loops that never see fresh oxygen. Fortunately friction factor depends on ε/D only logarithmically, so a factor-of-two error in roughness moves head loss by only a few percent in turbulent flow.