NivaarExam PrepOfficial exam papers ↗

04-BS-7 · December 2019

Question 4 of 13: Electrical Power to Pump Gasoline Between Gauges

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

Notes on this paper

04-BS-7 Mechanics of Fluids — December 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.” Every question is answered below (13 of 13), so students can use the full paper as a study resource. Constants used throughout (from the paper's own Constants page): g = 9.81 m/s², patm = 100 kPa, ρwater = 1000 kg/m³, SGglycerine = 1.26, SGmercury = 13.56, ρconcrete = 2400 kg/m³, ρair = 1.19 kg/m³ (20°C) / 1.21 kg/m³ (15°C), μwater = 1.0×10⁻³ N·s/m², μair = 1.8×10⁻⁵ N·s/m², Rair = 287 J/kg·K.

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), hydrostatic forces and the middle-third rule (Ch. 2), buoyancy and equilibrium (Ch. 2), dimensional analysis and drag (Ch. 5, 7), pipe friction and the Moody/Colebrook relation (Ch. 6), control-volume momentum and propeller/actuator-disk theory (Ch. 3, 11); J. D. Anderson, Fundamentals of Aerodynamics — wave/compressibility drag divergence (Ch. 5) for the Boeing 747 wind-tunnel chart used in Question 9.

Question 4: Electrical Power to Pump Gasoline Between Gauges (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
Suction / discharge pipe diameter150 mm / 100 mm
Gauge elevation (discharge above C/L, suction below C/L)1.5 m / 0.5 m
Discharge / suction gauge pressure150 kPa / −30 kPa (vacuum)
Flow rate, Q0.035 m³/s
SG gasoline / pump efficiency0.75 / 75%
pump C/L suction, d1=150mm, gauge 0.5m below C/L, -30 kPa discharge, d2=100mm, gauge 1.5m above C/L, 150 kPa
Energy equation between the suction and discharge gauge points, elevations measured from the pump centreline.

Find. The electrical power required to drive the pump.

Approach. Apply the general energy equation between the suction (1) and discharge (2) gauge points to find the pump head added, convert to hydraulic power via $\rho gQH$, then divide by the pump efficiency for electrical power.

  1. Velocities at each gauge. $$V_1=\frac{Q}{A_1}=\frac{0.035}{\tfrac{\pi}{4}(0.150)^2}=\boxed{1.981\ \text{m/s}}\qquad V_2=\frac{Q}{A_2}=\frac{0.035}{\tfrac{\pi}{4}(0.100)^2}=\boxed{4.456\ \text{m/s}}$$
  2. Pump head from the energy equation. With $\rho_{gas}=750$ kg/m³, and elevations $z_1=-0.5$ m, $z_2=+1.5$ m relative to the pump centreline, $$H_{pump}=\frac{p_2-p_1}{\rho_{gas}g}+(z_2-z_1)+\frac{V_2^2-V_1^2}{2g}$$ $$H_{pump}=\frac{150{,}000-(-30{,}000)}{(750)(9.81)}+\big(1.5-(-0.5)\big)+\frac{4.456^2-1.981^2}{2(9.81)}$$ $$H_{pump}=24.47+2.00+0.804=\boxed{27.28\ \text{m}}$$
  3. Hydraulic and electrical power. $$P_{hyd}=\rho_{gas}gQH_{pump}=(750)(9.81)(0.035)(27.28)=7024\ \text{W}$$ $$P_{elec}=\frac{P_{hyd}}{\eta}=\frac{7024}{0.75}=\boxed{9.37\ \text{kW}}$$
QuantityValue
V1 / V21.981 / 4.456 m/s
Pump head, H27.28 m
Hydraulic power7.02 kW
Electrical power required9.37 kW