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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. Q=0.4Q = 0.4 m³/s, L=1000L = 1000 m, hf=2h_f = 2 m, e=0.26e = 0.26 mm, μ=0.0014\mu = 0.0014 Pa s, so ν=μ/ρ=1.40×10−6\nu = \mu/\rho = 1.40\times10^{-6} m²/s. This is a "find the diameter" problem, so iterate.

Working equation

From Darcy-Weisbach with V=4QπD2V = \dfrac{4Q}{\pi D^2}:

hf=8fLQ2π2gD5  ⇒  D=(8fLQ2π2g hf)1/5=(8f(1000)(0.4)2π2(9.81)(2))1/5h_f = \frac{8fLQ^2}{\pi^2gD^5} \;\Rightarrow\; D = \left(\frac{8fLQ^2}{\pi^2g\,h_f}\right)^{1/5} = \left(\frac{8f(1000)(0.4)^2}{\pi^2(9.81)(2)}\right)^{1/5}

Trials (f from Colebrook-White at each new D)

Trialf assumedD (m)Ref (Colebrook)
10.02000.66725.452e+050.0169
20.01690.64475.642e+050.0169
30.01690.64525.638e+050.0169
40.01690.64525.638e+050.0169

The diameter converges to D=0.6452D = 0.6452 m. Check: V=1.223V = 1.223 m/s, Re=563815Re = 563815, e/D=0.00040e/D = 0.00040, f=0.01692f = 0.01692, and

hf=fLDV22g=0.01692(10000.6452)(1.223)219.62=2.000 mh_f = f\frac{L}{D}\frac{V^2}{2g} = 0.01692\left(\frac{1000}{0.6452}\right)\frac{(1.223)^2}{19.62} = 2.000\ \text{m}

Answer: D≈645D \approx 645 mm; a 650 mm cast iron pipe would be used.

✓ Answer checked by Claude Opus 5.5 (high effort)

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