Pipe friction & head loss worksheet with answers

Free printable Pipe friction & head loss worksheet: 6 problems from easy to exam level, with an answer key. Print it or save it as a PDF.

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1.Easy
V = 2.5 m/sD = 150 mmρ = 850 kg/m³, μ = 0.005 Pa·s

Light fuel oil (ρ = 850 kg/m³, μ = 0.005 Pa·s) flows at 2.5 m/s through a pipe with an inside diameter of 150 mm. Find the Reynolds number Re.

ρ = 850 kg/m³μ = 0.005 Pa·sV = 2.5 m/sD = 150 mm
Re =
2.Easy
Q = 80 L/sD = 200 mmν = 1.14 × 10⁻⁶ m²/s

Water at 15 °C (ν = 1.14 × 10⁻⁶ m²/s) flows through a pipe with an inside diameter of 200 mm at 80 L/s. Find the Reynolds number Re.

Q = 80 L/sD = 200 mmν = 1.14 × 10⁻⁶ m²/s
Re =
3.Medium
V = 0.8 m/sD = 250 mmL = 500 mf = 0.022

Water (ρ = 1000 kg/m³) flows at 0.8 m/s through a horizontal pipe, 500 m long, with an inside diameter of 250 mm. Use the Darcy friction factor f = 0.022 and g = 9.81 m/s². Find the pressure drop Δp over the pipe in kPa.

V = 0.8 m/sL = 500 mD = 250 mmf = 0.022ρ = 1000 kg/m³
Δp = kPa
4.Medium
V = 1.4 m/sD = 100 mmL = 300 mf = 0.028

Water (ρ = 1000 kg/m³) flows at 1.4 m/s through a horizontal pipe, 300 m long, with an inside diameter of 100 mm. Use the Darcy friction factor f = 0.028 and g = 9.81 m/s². Find the pressure drop Δp over the pipe in kPa.

V = 1.4 m/sL = 300 mD = 100 mmf = 0.028ρ = 1000 kg/m³
Δp = kPa
5.Hard
K = 0.2Δz = ?L = 200 m, D = 300 mm, f = 0.0183× bend (K = 0.3)

Two open reservoirs are joined by a pipe 200 m long with an inside diameter of 300 mm and a Darcy friction factor f = 0.018. The minor losses are a square-edged entrance (K = 0.5), 3 bends (K = 0.3 each), a valve (K = 0.2) and the exit into the lower reservoir (K = 1.0). Use g = 9.81 m/s². What difference in water level Δz between the reservoirs gives a flow rate of 100 L/s?

Q = 100 L/sL = 200 mD = 300 mmf = 0.018Kentrance = 0.5Kbend = 0.3 (×3)Kvalve = 0.2Kexit = 1.0
Δz = m
6.Hard
K = 2Δz = ?L = 150 m, D = 300 mm, f = 0.022× bend (K = 0.3)

Two open reservoirs are joined by a pipe 150 m long with an inside diameter of 300 mm and a Darcy friction factor f = 0.02. The minor losses are a square-edged entrance (K = 0.5), 2 bends (K = 0.3 each), a valve (K = 2) and the exit into the lower reservoir (K = 1.0). Use g = 9.81 m/s². What difference in water level Δz between the reservoirs gives a flow rate of 200 L/s?

Q = 200 L/sL = 150 mD = 300 mmf = 0.02Kentrance = 0.5Kbend = 0.3 (×2)Kvalve = 2Kexit = 1.0
Δz = m

Answer key

  1. 1. Re = 63750
  2. 2. Re = 446751
  3. 3. Δp = 14.08 kPa
  4. 4. Δp = 82.32 kPa
  5. 5. Δz = 1.489 m
  6. 6. Δz = 5.753 m

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