NivaarExam PrepOfficial exam papers ↗

22-Mec-B3 Energy Conversion and Power Generation · May 2018

Question 4 of 8: Condenser Performance

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

Notes on this paper

Paper format. 16-Mec-B3 Energy Conversion and Power Generation, National Examinations, May 2018. Three hours, closed book. Two sections: Section A is calculative (Questions 1–5) and Section B is descriptive (Questions 6–8). Candidates answer four questions from Section A and two from Section B; six questions of 10 marks each constitute a complete paper (60 marks). Reference data for individual questions are bound in as attachments on pages 9–15, reference formulae and constants on pages 16–19, and Granet & Bluestein steam tables are supplied. All eight questions are solved below, because the set is a study resource rather than a timed attempt.

Reference texts.

Wherever the paper's own attachments carry a value that duplicates a computed result — the Koeberg terminal temperature difference and back pressure on page 10, the gas-turbine output quoted in the preamble to Question 2, the published rating of the Oconee unit — that printed value is used as an independent check and the agreement is quoted in the answer.

Question 4: Condenser Performance (10 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. The Koeberg condenser data sheet on page 10 fixes the design point: cooling water enters at 13 °C and leaves at 24 °C while the steam condenses at 30 °C under 0.043 bar absolute, with a stated terminal temperature difference of 6 °C.

Design data read from the page-10 sheet
Steam flow$2996\ \text{t/h}$
Cooling water flow$141\,000\ \text{t/h}$
Cooling water inlet / outlet$13\ ^\circ\text{C} \rightarrow 24\ ^\circ\text{C}$
Steam inlet pressure and temperature$0.043\ \text{bar},\ 30\ ^\circ\text{C}$
Terminal temperature difference$6\ ^\circ\text{C}$
Cooling surface area$57\,426\ \text{m}^2$

Find. The design values of the cooling water rise $\Delta T$ and the mean temperature difference $\theta$, and the new profiles, terminal temperatures, $\Delta T$ and $\theta$ for each of the four off-design conditions.

(a) Cooling water inlet raised to 18°Ctube lengthT (°C)10203040182935ΔT = 11.00 K  θ = 11.50 K(b) Turbine load reduced to one quartertube lengthT (°C)10203040131617ΔT = 2.75 K  θ = 2.88 K(c) CW flow halved, U falls to 70%tube lengthT (°C)10203040133540ΔT = 22.00 K  θ = 16.43 K(d) U reduced 20% by foulingtube lengthT (°C)10203040132433ΔT = 11.00 K  θ = 14.38 KDotted = design (13 → 24°C water, steam 30°C, ΔT = 11 K, θ = 11.5 K); solid = new condition
Question 4 — the four required temperature profiles. In every panel the dotted lines are the design condition (water 13 → 24 °C, steam 30 °C) and the solid lines are the new condition; the blue line is cooling water along the tubes and the red line the condensing steam, which is isothermal because it is a phase change at constant pressure.

Approach. The condenser obeys two statements of the same duty, $\dot{Q} = M_w c_p \Delta T$ on the water side and $\dot{Q} = U A \theta$ on the transfer side. Each part changes exactly one factor, so $\Delta T$ and $\theta$ can be scaled directly with no iteration, and the condensing temperature simply floats to whatever the mean water temperature plus $\theta$ demands.

  1. Design point and the two governing statements. From the data sheet, $$\Delta T = 24 - 13 = 11\ \text{K},\qquad \theta = 30 - \tfrac{13+24}{2} = \boxed{11.5\ \text{K}} .$$ The terminal temperature difference $30-24 = 6$ K reproduces the value printed on the sheet exactly, which confirms the three temperatures have been read correctly. The duty implied is $(141\,000\times10^3/3600) \times 4.19 \times 11 = 1805\ \text{MW}$, which over 2996 t/h of steam is 2169 kJ/kg, an exhaust quality of 0.89 — entirely consistent with a large wet-steam turbine, so the sheet is internally sound. The two statements that govern every part are $$\dot{Q} = M_w c_p \Delta T = U A \theta .$$
  2. Part (a) — cooling water inlet raised to 18 °C. Nothing on the transfer side changes: the load, the water flow and $UA$ are all as designed, so both $\Delta T$ and $\theta$ keep their design values and the whole profile simply lifts by 5 K. $$\Delta T = 11\ \text{K},\qquad \theta = 11.5\ \text{K},$$ $$T_{w,\text{out}} = 18 + 11 = 29\ ^\circ\text{C},\qquad T_{\text{steam}} = \tfrac{18+29}{2} + 11.5 = \boxed{35\ ^\circ\text{C}} .$$ The back pressure rises from 4.25 kPa to the saturation pressure at 35 °C, 5.63 kPa, which is why summer river temperatures cost a station real output.
  3. Part (b) — turbine load reduced to one quarter. The duty falls to a quarter while $M_w$, $U$ and $A$ are unchanged, so both $\Delta T$ and $\theta$ fall in the same proportion: $$\Delta T = 0.25 \times 11 = 2.75\ \text{K},\qquad \theta = 0.25 \times 11.5 = 2.875\ \text{K},$$ $$T_{w,\text{out}} = 13 + 2.75 = 15.75 \approx 16\ ^\circ\text{C},\qquad T_{\text{steam}} = \tfrac{13+15.75}{2} + 2.875 = 17.25 \approx \boxed{17\ ^\circ\text{C}} .$$ In practice the vacuum would be limited before this point by air ingress and by the minimum permissible exhaust temperature, but the ideal answer is the one asked for.
  4. Part (c) — cooling water flow halved and $U$ cut to 70 %. Two factors change, and they act on different sides. Halving the water flow at constant duty doubles the water-side rise, while cutting $U$ to 70 % at constant duty and area raises the mean difference by $1/0.7$: $$\Delta T = \frac{11}{0.5} = 22\ \text{K},\qquad \theta = \frac{11.5}{0.7} = 16.43\ \text{K},$$ $$T_{w,\text{out}} = 13 + 22 = 35\ ^\circ\text{C},\qquad T_{\text{steam}} = \tfrac{13+35}{2} + 16.43 = 40.4 \approx \boxed{40\ ^\circ\text{C}} .$$ The condensing temperature has risen 10 K above design and the back pressure has more than doubled — the classic consequence of losing half a circulating water pump.
  5. Part (d) — overall coefficient reduced 20 % by fouling. Only the transfer side changes, so the water-side rise is untouched and only $\theta$ grows: $$\Delta T = 11\ \text{K},\qquad \theta = \frac{11.5}{0.8} = 14.375\ \text{K},$$ $$T_{w,\text{out}} = 24\ ^\circ\text{C},\qquad T_{\text{steam}} = \tfrac{13+24}{2} + 14.375 = 32.9 \approx \boxed{33\ ^\circ\text{C}} .$$ Comparing (c) and (d) makes the diagnostic point the question is really after: fouling moves the steam line without moving the water line, whereas a flow reduction moves both. Watching which of the two happens is how an operator tells a fouled tube bundle from a sick pump.
Final results
QuantitySymbolValue
Design$\Delta T,\ \theta$11 K, 11.5 K; water 13 → 24 °C, steam 30 °C
(a) inlet 18 °C$\Delta T,\ \theta$11 K, 11.5 K; water 18 → 29 °C, steam 35 °C
(b) quarter load$\Delta T,\ \theta$2.75 K, 2.875 K; water 13 → 16 °C, steam 17 °C
(c) half flow, $U$ = 70 %$\Delta T,\ \theta$22 K, 16.43 K; water 13 → 35 °C, steam 40 °C
(d) $U$ down 20 %$\Delta T,\ \theta$11 K, 14.375 K; water 13 → 24 °C, steam 33 °C