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04-BS-7 · December 2019

Question 5 of 13: Centrifugal Pump and System Operating Point

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 5: Centrifugal Pump and System Operating Point (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
Pump curve constants A / B0.000060 / 1.6
System curve constant D10
Pump speed, N900 rev/min
Static head, C20 m

Find. The pump curve $H(Q)$, the system curve $H(Q)$, and their operating (intersection) point.

Approach. Substitute $N=900$ into the pump curve, set it equal to the system curve (both give $H$ as a function of the same $Q$), and solve the resulting quadratic in $Q^2$ for the operating point.

  1. Pump characteristic at N = 900 rev/min. $$H_{pump}=AN^2-BQ^2=(0.000060)(900)^2-1.6Q^2=\boxed{48.6-1.6Q^2}$$
  2. System characteristic. $$H_{sys}=C+DQ^2=\boxed{20+10Q^2}$$
  3. Operating point (intersection). $$48.6-1.6Q^2=20+10Q^2\ \Rightarrow\ 28.6=11.6Q^2\ \Rightarrow\ Q^2=2.4655$$ $$\boxed{Q=1.570\ \text{m}^3\text{/s}}\qquad H=20+10(2.4655)=\boxed{44.66\ \text{m}}$$
Flow, Q (m³/s) Head, H (m) pump: H=48.6-1.6Q² system: H=20+10Q² operating point (1.57, 44.7)
Pump head falls with Q; system head rises with Q. Their intersection at Q=1.57 m³/s, H=44.66 m is the operating point.
QuantityValue
Pump curve$H=48.6-1.6Q^2$
System curve$H=20+10Q^2$
Operating pointQ = 1.570 m³/s, H = 44.66 m