- 2068 Bhadra · 8 marks
Cast iron pipe size for given head loss
Short answer
Iterating Darcy–Weisbach with Colebrook-White, required diameter converges to about 0.645 m (≈645 mm) for 2 m head loss over 1 km.
What size of new cast iron pipe is needed to transport 400 lps of water for 1 km long pipe with 2 m head loss? Take roughness height of the pipe is 0.26 mm and the viscosity of water 0.0014 Pa·s.
Data. m³/s, m, m, mm, Pa s, so m²/s. This is a "find the diameter" problem, so iterate.
Working equation
From Darcy-Weisbach with :
Trials (f from Colebrook-White at each new D)
| Trial | f assumed | D (m) | Re | f (Colebrook) |
|---|---|---|---|---|
| 1 | 0.0200 | 0.6672 | 5.452e+05 | 0.0169 |
| 2 | 0.0169 | 0.6447 | 5.642e+05 | 0.0169 |
| 3 | 0.0169 | 0.6452 | 5.638e+05 | 0.0169 |
| 4 | 0.0169 | 0.6452 | 5.638e+05 | 0.0169 |
The diameter converges to m. Check: m/s, , , , and
Answer: mm; a 650 mm cast iron pipe would be used.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Equivalent roughness from head loss test · Hydraulics, chapter 1
- Permissible roughness for minimum energy loss · Hydraulics, chapter 1
- Roughness height from velocity ratio · Hydraulics, chapter 1
- Siphon with 90 mm pipe, number and length · Hydraulics, chapter 2
- Viscosity of oil from laminar pipe flow · Hydraulics, chapter 1
- Siphon with 75 mm pipes and summit height · Hydraulics, chapter 2
- Water hammer in elastic cast-iron pipe · Hydro Power, chapter 1
- Cast iron pipe with 85% magnesia insulation · Fundamental of Thermodynamics & Heat Transfer, chapter 7
- Discharge and head loss in horizontal pipe · Hydro Power, chapter 1
- Pipe outlet minimum water level, 50 lps · Irrigation and Drainage Engineering, chapter 7