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04-BS-10 · December 2018

Question 6 of 9: Rigid Insulated Tank with Paddle Wheel

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

Notes on this paper

National Exam 04-BS-10, Thermodynamics — December 2018. 3 hours, Closed-Book Exam (approved calculator and one double-sided 8.5x11-inch aid sheet permitted; property tables and charts supplied in an appendix, interpolation not required — the closest tabular value may be used). Part A: answer 2 of Questions 1–3 (20 marks each). Part B: answer 4 of Questions 4–9 (15 marks each), for a 100-mark paper. Only the first two Part-A and first four Part-B questions as they appear in the answer book are marked. All nine questions (Part A complete, Part B complete) are solved below for completeness.

Reference texts: Cengel & Boles, Thermodynamics: An Engineering Approach, 8th ed.; Moran, Shapiro, Boettner & Bailey, Fundamentals of Engineering Thermodynamics, 8th ed. All state properties (water/steam, R-134a, air, N₂, O₂, humid air) were computed from high-accuracy equations of state in place of printed property-table interpolation; every boxed numeric result.

Question 6: Rigid Insulated Tank with Paddle Wheel (15 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. $V=0.2$ m³, rigid and insulated ($Q=0$), paddle-wheel power $\dot W_{pw}=4$ W for $t=20$ min (1200 s), $\rho_1=1.2$ kg/m³. Negligible KE/PE.

Find. (a) $v_2$ [m³/kg]; (b) $\Delta u$ [kJ/kg].

Approach

A rigid tank fixes the specific volume at every instant — the density (and hence $v$) cannot change with no mass or volume change — so part (a) needs no energy balance at all. Part (b) follows from the closed-system first law with $Q=0$ and no boundary work (rigid walls): all of the paddle-wheel work input appears as a rise in internal energy.

  1. Specific volume (part a). Rigid tank $\Rightarrow$ mass and volume are both fixed, so $v_2=v_1$ regardless of what happens to $T$ or $P$: $$v_1=v_2=\frac{1}{\rho_1}=\frac{1}{1.2}=\boxed{0.8333\ \text{m}^3/\text{kg}}.$$
  2. Mass in the tank. $$m=\rho_1 V=1.2\times0.2=0.24\ \text{kg}.$$
  3. Paddle-wheel work input. $$W_{pw}=\dot W_{pw}\,t=4\times1200=4800\ \text{J}=4.8\ \text{kJ}.$$
  4. First law, rigid+insulated (part b). $Q=0$, no boundary work ($dV=0$), so all paddle-wheel work raises the internal energy: $$\Delta U=W_{pw}=4.8\ \text{kJ}\qquad\Rightarrow\qquad \Delta u=\frac{\Delta U}{m}=\frac{4.8}{0.24}=\boxed{20.0\ \text{kJ/kg}}.$$
QuantityResult
(a) $v_2$0.8333 m³/kg
(b) $\Delta u$20.00 kJ/kg