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22-Agric-A4 Fluid Flow · December 2019

Question 4 of 4: Pump Power to Water

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

Notes on this paper

04-Agric-A4, Fluid Flow — National Exams, December 2019. Open-book, 3-hour exam; four questions of equal value, all requiring calculation.

Reference texts. White, Fluid Mechanics (pipe friction/laminar duct flow, cavitation, open-channel flow, pumps & the energy equation) — the standard undergraduate text for this subject.

Problem 4: Pump Power to Water (25 points)

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.

Check: the 2 m elevation between the reservoir surface (1) and the pump suction take-off is taken from the dimension line in the figure.

Given. A pump draws water from an open reservoir through a $D=12$ cm suction line rising 2 m above the free surface to the pump, then discharges through a $D_e=5$ cm nozzle to atmosphere at the same elevation as the pump.

QuantityValue
Flow rate, $Q$220 m³/hr $=0.0611$ m³/s
Nozzle exit diameter, $D_e$5 cm
Elevation rise, pump/nozzle above free surface2 m
Total friction head loss, $h_f$5 m
Water, 20°C$\rho=998\ \text{kg/m}^3$

Find. The pump power delivered to the water, in kW.

(1) water 2 m Pump D = 12 cm Dₑ = 5 cm V₂ (2)
Figure 4 — Pump draws water from the open reservoir (1) via a $D=12$ cm suction line rising 2 m above the free surface, then discharges through a $D_e=5$ cm nozzle to atmosphere at (2).

Approach. Apply the steady-flow energy equation between the reservoir free surface (1) and the nozzle exit (2), both at atmospheric pressure with $V_1\approx0$; solve for the pump head $h_p$, then convert to power via $\dot W_p=\rho g Q h_p$.

  1. Nozzle exit velocity from continuity. $$A_e = \frac{\pi}{4}(0.05)^2 = 1.9635\times10^{-3}\ \text{m}^2,\qquad V_2 = \frac{Q}{A_e} = \frac{0.0611}{1.9635\times10^{-3}} = \boxed{V_2\approx31.12\ \text{m/s}}.$$
  2. Energy equation, free surface (1) to nozzle exit (2). With $p_1=p_2=0$ (gauge) and $V_1\approx0$, $$h_p = (z_2-z_1)+\frac{V_2^2}{2g}+h_f = 2+\frac{31.12^2}{2(9.81)}+5 = \boxed{h_p\approx56.4\ \text{m}}.$$ The nozzle's kinetic-energy term dominates the pump head, as expected for a jet discharging at over 31 m/s.
  3. Pump power delivered to the water. $$\dot W_p = \rho g Q h_p = (998)(9.81)(0.0611)(56.4) = \boxed{\dot W_p\approx33.7\ \text{kW}}.$$
QuantityResult
Nozzle exit velocity, $V_2$31.12 m/s
Pump head, $h_p$56.4 m
Pump power delivered to water33.7 kW
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