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 = 100 mmρ = 880 kg/m³, μ = 0.04 Pa·s

Hydraulic oil (ρ = 880 kg/m³, μ = 0.04 Pa·s) flows at 2.5 m/s through a pipe with an inside diameter of 100 mm. Find the Reynolds number Re.

ρ = 880 kg/m³μ = 0.04 Pa·sV = 2.5 m/sD = 100 mm
Re =
2.Easy
V = 2.4 m/sD = 100 mmν = 1.00 × 10⁻⁶ m²/s

Water at 20 °C (ν = 1.00 × 10⁻⁶ m²/s) flows at a mean velocity of 2.4 m/s through a pipe with an inside diameter of 100 mm. Find the Reynolds number Re.

V = 2.4 m/sD = 100 mmν = 1.00 × 10⁻⁶ m²/s
Re =
3.Medium
V = 2.2 m/sD = 50 mmL = 50 mf = 0.028

Water flows at a mean velocity of 2.2 m/s through a pipe 50 m long with an inside diameter of 50 mm. Use the Darcy friction factor f = 0.028 and g = 9.81 m/s². Find the friction head loss hf.

V = 2.2 m/sL = 50 mD = 50 mmf = 0.028g = 9.81 m/s²
hf = m
4.Medium
V = 2.4 m/sD = 300 mmL = 150 mf = 0.02

Water flows at a mean velocity of 2.4 m/s through a pipe 150 m long with an inside diameter of 300 mm. Use the Darcy friction factor f = 0.02 and g = 9.81 m/s². Find the friction head loss hf.

V = 2.4 m/sL = 150 mD = 300 mmf = 0.02g = 9.81 m/s²
hf = m
5.Hard
K = 2Δz = ?L = 300 m, D = 200 mm, f = 0.0184× bend (K = 0.3)

Two open reservoirs are joined by a pipe 300 m long with an inside diameter of 200 mm and a Darcy friction factor f = 0.018. The minor losses are a square-edged entrance (K = 0.5), 4 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 75 L/s?

Q = 75 L/sL = 300 mD = 200 mmf = 0.018Kentrance = 0.5Kbend = 0.3 (×4)Kvalve = 2Kexit = 1.0
Δz = m
6.Hard
K = 5Δz = 21 mL = 150 m, D = 150 mm, f = 0.022× bend (K = 0.3)

Two open reservoirs are joined by a pipe 150 m long with an inside diameter of 150 mm and a Darcy friction factor f = 0.02. The water surface of the upper reservoir is 21 m above that of the lower one. The minor losses are a square-edged entrance (K = 0.5), 2 bends (K = 0.3 each), a valve (K = 5) and the exit into the lower reservoir (K = 1.0). Use g = 9.81 m/s². Find the flow rate Q in L/s.

Δz = 21 mL = 150 mD = 150 mmf = 0.02Kentrance = 0.5Kbend = 0.3 (×2)Kvalve = 5Kexit = 1.0
Q = L/s

Answer key

  1. 1. Re = 5500
  2. 2. Re = 240000
  3. 3. hf = 6.907 m
  4. 4. hf = 2.936 m
  5. 5. Δz = 9.208 m
  6. 6. Q = 68.9 L/s

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