An open water tank drains through a small opening in its side. The free surface is 6.5 m above the opening. Ignoring losses, find the jet velocity v at the opening. Use g = 9.81 m/s².
Continuity & Bernoulli worksheet with answers
A water line must carry 47 L/s. To limit noise and wear, the mean velocity should be 1.5 m/s. Find the inner pipe diameter d needed.
Water drains from a large open tank through a sharp-edged orifice with a diameter of 30 mm. The water level is kept 3.5 m above the orifice and the discharge coefficient is 0.61. Find the flow rate Q. Use g = 9.81 m/s².
Water flows through a horizontal pipe that narrows from 100 mm to 40 mm. In the wide section the pressure is 320 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 in the narrow section.
Water flows up through a pipe that narrows from 75 mm to 50 mm while rising 2 m. At section 1 the pressure is 280 kPa and the velocity is 0.5 m/s. Ignoring losses, find the pressure p2 at section 2.
A fountain nozzle points straight up. Just below the nozzle the supply pipe has a diameter of 100 mm and a gauge pressure of 40 kPa. The nozzle exit diameter is 40 mm, and the height difference across the nozzle is negligible. Ignoring losses and air resistance, find the height H the jet rises above the nozzle. Use g = 9.81 m/s².
Answer key
- 1. v = 11.29 m/s
- 2. d = 199.7 mm
- 3. Q = 3.573 L/s
- 4. p2 = 315.2 kPa
- 5. p2 = 259.9 kPa
- 6. H = 4.185 m
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