Absolute Roughness of Cast Iron Pipe

ϵCI=0.00026 m\epsilon_{\mathrm{CI}} = 0.00026\ \text{m}
Value0.00026 m
StatusMeasured: ± 0.0001 m (0.38 relative)
SourceCrane TP-410 / AWWA M11
CategoriesMaterial PropertiesEngineering & TradeFluid Properties
Absolute Roughness of Cast Iron Pipe in every length unit
Planck length1.6086570e+31 lP
femtometer260,000,000,000 fm
picometer260,000,000 pm
bohr radius4,913,287.9 a0
angstrom2,600,000 Å
nanometer260,000 nm
micrometer260 μm
thou10.23622 thou
point0.73700787 pt
millimeter0.26 mm
pica0.061417323 pc
centimeter0.026 cm
inch0.01023622 in
decimeter0.0026 dm
hand0.0025590551 hh
link0.0012924521 li
foot0.00085301837 ft
US survey foot0.00085301667 ftUS
yard0.00028433946 yd
meter0.00026 m
fathom0.00014216973 ftm
rod0.000051698083 rd
chain0.000012924521 ch
cable length0.0000014038877 cb
furlong0.0000012924521 fur
kilometer2.6000000e-07 km
mile1.6155651e-07 mi
nautical mile1.4038877e-07 nmi
league5.3852170e-08 lea
megameter2.6000000e-10 Mm
Earth radius4.0809920e-11 REarth
light-second8.6726665e-13 ls
lunar distance6.7638053e-13 LD
solar radius3.7372431e-13 Rsun
light-minute1.4454444e-14 lmin
astronomical unit1.7379927e-15 AU
light-year2.7482022e-20 ly
parsec8.4260262e-21 pc
kiloparsec8.4260262e-24 kpc
megaparsec8.4260262e-27 Mpc
gigaparsec8.4260262e-30 Gpc

Learning zone

New uncoated cast iron is quoted at 0.26 mm, asphalt-dipped cast iron at about 0.12 mm, and cement-mortar-lined ductile iron — the modern standard for water mains — behaves closer to 0.10 mm when new. The lining is the point: it isolates the iron from the water and stops the tuberculation that made unlined cast iron mains notorious.

Aged unlined cast iron is the real lesson in this shard. Decades of tuberculation build nodules that both roughen the wall and constrict the bore; measured effective roughness of 1–3 mm is common, and hydrant-flow tests on century-old mains routinely back-calculate Hazen-Williams C values of 60–80 against the 130 the pipe left the foundry with. Since head loss goes as roughly D⁻⁵, the diameter loss usually hurts more than the roughness. Never size or model an existing distribution system on new-pipe roughness — get a field C-factor test.