NivaarExam PrepOfficial exam papers ↗

20-Bio-A5 Systems Analysis & Control · December 2017

Question 5 of 6: Continuous Fermentation with Cell Recycle (Self-Flocculating Yeast)

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

Notes on this paper

National Exams / EGBC — December 2017 — 04-Bio-A5 Enzyme and Microbial Kinetics. Three-hour open-book examination; any non-communicating calculator is permitted. Six questions constitute a complete paper. Content spans quasi-steady-state derivation of a two-site enzyme mechanism, inhibition kinetics fitted from experimental rate data, immobilized-enzyme deactivation in a batch reactor, elemental-balance stoichiometry of aerobic biomass growth, a continuous fermentation with cell recycle, and a batch/chemostat/fed-batch culture-kinetics comparison.

Reference texts: Bailey & Ollis, Biochemical Engineering Fundamentals (2nd ed.) — enzyme kinetics and inhibition, immobilized-enzyme deactivation, stoichiometry of microbial growth, continuous culture with cell recycle, batch/chemostat/fed-batch kinetics. All quantities are used exactly as printed on the exam.

Check: the printed marking scheme (page 1) lists mark weights for Questions 1–5 only (10 + 15 + 15 + 20 + 25 = 85 marks), even though instruction 3 states the paper has SIX questions and Question 6 (parts a–d) is fully printed on pages 4–5. We adopt 15 marks for Question 6 — matching Question 3's single-part weight — so the paper totals a clean 100 marks; this is the same class of front-page marking-scheme typo already documented elsewhere in this discipline, not a content gap.

Question 5: Continuous Fermentation with Cell Recycle (Self-Flocculating Yeast) (a. 10 marks; b. 5 marks; c. 5 marks; d. 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.

QuantitySymbolValue
Feed flow rate$F$400 mL/h
Reactor volume$V$1000 mL
Feed sugar concentration$S_0$10 g/L
Recycle flow rate$\alpha F$200 mL/h ($\alpha=0.5$)
Separator concentration factor$C$2 (recycle at $2X_1$)
Max. specific growth rate$\mu_m$0.5 h$^{-1}$
Monod constant$K_s$0.2 g/L
True yield$Y_{x/s}^m$0.4 g DCW/g sugar

Find. (a) substrate concentration $S_1$ exiting the bioreactor; (b) cell concentration $X_1$ within the reactor; (c) cell concentration $X_2$ in the separator's effluent (product) stream; (d) cell concentration in the recycle stream returned to the reactor.

BioreactorV = 1000 mLCellSeparatorMediumF, X0, S0(1+α)F, X1F, X2(product)αF, C·X1(recycle to reactor)αF, C·X1(from separator)
Fig. 1 — bioreactor with cell recycle: fresh medium ($F,X_0,S_0$) and concentrated recycle ($\alpha F, C X_1$) enter the reactor; the combined stream $(1+\alpha)F$ at $X_1$ leaves into the cell separator, which splits it into a product stream ($F,X_2$) and the recycle back to the reactor.

Approach. A cell balance across the REACTOR (fed by fresh sterile medium plus concentrated recycle, no cell death) fixes the required steady-state specific growth rate directly from the flow and concentration ratios — independent of the kinetic form. Monod inversion then gives $S_1$, a substrate balance on the reactor gives $X_1$, and a cell balance across the SEPARATOR ALONE (no reaction occurs there) gives $X_2$ and the recycle concentration.

Check: assumes sterile fresh feed ($X_0=0$, not stated explicitly but standard for "medium") and that the cell separator only concentrates cells — it does not remove or add substrate, so the substrate concentration is the same ($S_1$) in the reactor, the recycle stream, and the product stream.
  1. Flow bookkeeping. Recycle ratio $\alpha=200/400=0.5$; total flow leaving the reactor into the separator is $(1+\alpha)F=600$ mL/h.
  2. Reactor cell balance (steady state, $X_0=0$, no death). $$0=\alpha F\,(CX_1)-(1+\alpha)F\,X_1+\mu X_1V \quad\Rightarrow\quad \mu_{ss}=\frac{F\big[(1+\alpha)-\alpha C\big]}{V}=\frac{400(1.5-1.0)}{1000}=\boxed{0.20\ \text{h}^{-1}}.$$
  3. (a) Monod inversion for $S_1$. $$\mu_{ss}=\frac{\mu_mS_1}{K_s+S_1} \ \Rightarrow\ S_1=\frac{K_s\mu_{ss}}{\mu_m-\mu_{ss}}=\frac{0.2(0.20)}{0.5-0.20}=\boxed{0.133\ \text{g/L}}.$$
  4. (b) Reactor substrate balance for $X_1$. $$F(S_0-S_1)=\frac{\mu_{ss}X_1}{Y_{x/s}^m}V \ \Rightarrow\ X_1=\frac{F(S_0-S_1)Y_{x/s}^m}{\mu_{ss}V}=\frac{400(9.867)(0.4)}{0.20(1000)}=\boxed{7.89\ \text{g/L}}.$$
  5. (c)–(d) Separator cell balance (no reaction inside the separator). $$(1+\alpha)F\,X_1=F\,X_2+\alpha F\,(CX_1) \ \Rightarrow\ X_2=X_1\big[(1+\alpha)-\alpha C\big]=X_1(0.5)=\boxed{3.95\ \text{g/L}\ \text{(effluent)}},$$ $$\text{recycle concentration}=CX_1=2(7.89)=\boxed{15.79\ \text{g/L}}.$$

As a closure check, the total growth rate inside the reactor, $\mu_{ss}X_1V=0.20(7.893)(1.0\ \text{L})=1.579$ g/h, equals the net cell washout in the product stream, $FX_2=0.400(3.947)=1.579$ g/h — the overall cell mass balance closes exactly, confirming the recycle bookkeeping.

ResultValue
Steady-state specific growth rate $\mu_{ss}$0.20 h$^{-1}$
(a) Substrate exiting reactor $S_1$0.133 g/L
(b) Cell concentration in reactor $X_1$7.89 g/L
(c) Cell concentration, separator effluent $X_2$3.95 g/L
(d) Cell concentration, recycle stream $CX_1$15.79 g/L