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04-BS-7 · December 2014

Question 3 of 13: Power for a Submersible Garden Fountain

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

04-BS-7 Mechanics of Fluids — National Examinations, December 2014. Three (3) hours, closed book. Section A: Calculative (9 questions, do 7); Section B: Analytical/Graphical (4 questions, do 3). Ten questions constitute a complete paper (50 marks). Every printed question is solved below, including the two "extra" questions in each Section beyond the minimum required.

Reference texts: White, Fluid Mechanics, 8th ed. (fluid statics & buoyancy Ch.2; Bernoulli/energy & momentum equations Ch.3; pipe friction & the Moody chart Ch.6; drag on immersed bodies Ch.7).

Question 3 — Power for a Submersible Garden Fountain (5 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

QuantityValue
Jet diameter, d20 mm
Target height, h2 m
Overall efficiency, η65%

Find. The power required to run the fountain, Pin.

h = 2 m apex height
Fig. Q3 — vertical jet from the submerged nozzle rising to a 2 m apex; air drag neglected.

Approach. Torricelli's relation gives the exit velocity needed to reach the target height; continuity gives the flow rate; the hydraulic (useful) power equals the kinetic power of the jet, and dividing by the overall efficiency gives the required input power.

  1. Required exit velocity. Neglecting air drag, all kinetic energy converts to potential energy at the apex: $$V = \sqrt{2gh} = \sqrt{2(9.81)(2)} = \boxed{6.264\text{ m/s}}$$
  2. Flow rate. $$Q = V\left(\frac{\pi d^2}{4}\right) = 6.264\times \frac{\pi(0.020)^2}{4} = \boxed{1.968\times10^{-3}\text{ m}^3\text{/s} = 1.968\text{ L/s}}$$
  3. Ideal (hydraulic) power. $$P_{ideal} = \rho g Q h = 1000\times 9.81\times 1.968\times10^{-3}\times 2 = \boxed{38.61\text{ W}}$$
  4. Power required from the pump. Substituting the overall efficiency: $$P_{in} = \frac{P_{ideal}}{\eta} = \frac{38.61}{0.65} = \boxed{59.4\text{ W}}$$
QuantityResult
Exit velocity, V6.26 m/s
Flow rate, Q1.97 L/s
Ideal hydraulic power38.6 W
Power required, Pin59.4 W