Continuity & Bernoulli worksheet with answers

Free printable Continuity & Bernoulli 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
12d1​ = 75 mm, v1​ = 1 m/sd2​ = 50 mm

Water flows at 1 m/s through the wide section of the pipe, which has a diameter of 75 mm. Find the volume flow rate Q.

d1 = 75 mmd2 = 50 mmv1 = 1 m/s
Q = L/s
2.Easy
12d1​ = 75 mm, v1​ = 0.5 m/sd2​ = 50 mm, v2​ = ?

Water flows through a pipe that narrows from 75 mm to 50 mm in diameter. The velocity in the wide section is 0.5 m/s. Find the velocity v2 in the narrow section.

d1 = 75 mmd2 = 50 mmv1 = 0.5 m/s
v2 = m/s
3.Medium
d1​ = 150 mmd2​ = 75 mm12p1​ − p2​ = 21 kPaQ = ?

Water flows through a horizontal venturi meter with an inlet diameter of 150 mm and a throat diameter of 75 mm. The pressure at the inlet is 21 kPa higher than at the throat. Ignoring losses, find the flow rate Q.

d1 = 150 mmd2 = 75 mmp1 − p2 = 21 kPaρ = 1000 kg/m³
Q = L/s
4.Medium
Q = ?d = 30 mm, Cd​ = 0.62h = 2 m

Water drains from a large open tank through a sharp-edged orifice with a diameter of 30 mm. The water level is kept 2 m above the orifice and the discharge coefficient is 0.62. Find the flow rate Q. Use g = 9.81 m/s².

d = 30 mmh = 2 mCd = 0.62g = 9.81 m/s²
Q = L/s
5.Hard
12d1​ = 100 mm, p1​ = 190 kPad2​ = 25 mm, p2​ = ?Δz = 7 m

Water flows up through a pipe that narrows from 100 mm to 25 mm while rising 7 m. At section 1 the pressure is 190 kPa and the velocity is 0.75 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 100 mmd2 = 25 mmp1 = 190 kPav1 = 0.75 m/sΔz = 7 mρ = 1000 kg/m³
p2 = kPa
6.Hard
12d1​ = 200 mm, p1​ = 390 kPad2​ = 75 mm, p2​ = ?Δz = 2 m

Water flows up through a pipe that narrows from 200 mm to 75 mm while rising 2 m. At section 1 the pressure is 390 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 at section 2.

d1 = 200 mmd2 = 75 mmp1 = 390 kPav1 = 0.5 m/sΔz = 2 mρ = 1000 kg/m³
p2 = kPa

Answer key

  1. 1. Q = 4.418 L/s
  2. 2. v2 = 1.125 m/s
  3. 3. Q = 29.57 L/s
  4. 4. Q = 2.745 L/s
  5. 5. p2 = 49.61 kPa
  6. 6. p2 = 364.2 kPa

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