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04-BS-7 · Undated paper

Question 7 of 13: Efficiency of a Submersible Sump Pump

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

Notes on this paper

04-BS-7 Mechanics of Fluids — undated sitting, identified as May 2019 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs “do seven”; Section B (Analytical) offers 4 questions and instructs “do three.” A complete paper is any 10 of the 13, each worth 5 marks. Every question is answered below (13 of 13) so the set can be used as a full study resource. Constants used throughout (from the paper's own Constants page, p.12): g = 9.81 m/s², patm = 100 kPa, ρwater = 1000 kg/m³, SGbenzene = 0.90, SGmercury = 13.56, SGcarbon tetrachloride = 1.59, ρair = 1.19 kg/m³ (20°C), μwater = 1.0×10⁻³ N·s/m², μair = 1.8×10⁻⁵ N·s/m².

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), hydrostatic forces on plane surfaces (Ch. 2), the Bernoulli/continuity pair and orifice flow (Ch. 3), the linear-momentum equation for moving vanes (Ch. 3), pipe friction and the Moody/Colebrook relation (Ch. 6), boundary layers and drag (Ch. 7), capillary rise (Ch. 1), high-lift devices and aircraft wing aerodynamics (J. D. Anderson, Fundamentals of Aerodynamics, Ch. 4–5).

Question 7: Efficiency of a Submersible Sump Pump (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
Flow rate, Q96 L/min
Elevation lift, Δz2.10 m
Head loss in discharge pipe, hL1.03 m
Power input to pump186 W (¼ HP)

Find. The overall (wire-to-water) efficiency of the pump, and a comment on the result.

Approach. The useful hydraulic power delivered to the water equals ρgQH, where the total head H the pump must supply is the elevation lift plus the friction head loss; efficiency compares this to the stated power input.

  1. Total head added by the pump. $$ H = \Delta z + h_L = 2.10 + 1.03 = 3.13\ \text{m} $$
  2. Hydraulic power delivered to the water. With $Q = 96/60/1000 = 1.6\times10^{-3}$ m³/s: $$ P_{water} = \rho g Q H = (1000)(9.81)(1.6\times10^{-3})(3.13) $$ $$ P_{water} \approx 49.1\ \text{W} $$
  3. Overall efficiency. $$ \eta = \frac{P_{water}}{P_{in}} = \frac{49.1}{186} $$ $$ \boxed{\eta \approx 26.4\%} $$

A 26% overall efficiency is low but not unreasonable for a small consumer-grade submersible pump at a modest flow: the stated 186 W is the electrical (or nameplate) input to the whole unit, so this figure already bundles motor electrical losses, bearing/seal friction, and impeller hydraulic losses into one number, and small pumps rarely exceed 30–40% overall for this reason. Several factors could further affect the calculated efficiency: the nameplate ¼-HP rating may not equal the pump's actual electrical draw at this operating point; the measured head loss (1.03 m) itself depends on an assumed pipe roughness and flow regime; a portion of the discharge kinetic energy at the pipe exit was neglected in H; and impeller wear, entrained air, or a partially clogged sump strainer would all reduce measured output without appearing anywhere in the input-power figure.

QuantityResult
Total pump head, H3.13 m
Hydraulic power to water49.1 W
Overall pump efficiency26.4%