23-Chem-B4 Biochemical Engineering · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
National Exam 16-Chem-B4, Biochemical Engineering — May 2017. 3 hours, Closed-Book Exam (any non-communicating Casio or Sharp calculator permitted). Per the exam notes, FIVE (5) questions constitute a complete paper and all five must be answered; most require a short-essay-format answer, and clarity/organization of the answer are explicitly marked.
Reference texts: Shuler & Kargi, Bioprocess Engineering: Basic Concepts, 2nd ed.; Bailey & Ollis, Biochemical Engineering Fundamentals, 2nd ed.; Madigan et al., Brock Biology of Microorganisms, 13th ed.
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.
Definitions. By two-film theory, the resistance to oxygen transfer from a rising gas bubble into the bulk liquid is dominated by a thin stagnant liquid film at the bubble surface (the gas-side resistance is negligible for a sparingly soluble gas like O₂). kL (units: m/s or cm/h) is the liquid-film mass-transfer coefficient — the local rate constant describing how fast oxygen diffuses across that film per unit interfacial area per unit concentration driving force. Because the total interfacial area a (m² of gas–liquid interface per m³ of broth) in a real sparged/agitated bioreactor is enormous, irregular, and essentially impossible to measure bubble-by-bubble, kL and a are always determined and reported together as the lumped volumetric mass-transfer coefficient kLa (units: h⁻¹ or s⁻¹), which appears directly in the oxygen-transfer rate equation $$OTR=k_La\,(C^{*}-C_L)$$ where C* is the dissolved-oxygen concentration in equilibrium with the sparge-gas oxygen partial pressure (from Henry's law) and CL is the actual bulk dissolved-oxygen concentration. kLa is the single most important design/scale-up parameter for an aerobic bioreactor because it sets the maximum sustainable oxygen-uptake rate (and hence maximum cell density/productivity) the vessel can support.
The dynamic gassing-out method exploits an unsteady dissolved-oxygen balance on the broth, $$\frac{dC_L}{dt}=k_La\,(C^{*}-C_L)-q_{O_2}X$$ where qO2 is the specific oxygen-uptake rate (mass O₂ per unit biomass per unit time) and X is the biomass concentration. The method is run in two steps on an actively respiring culture, with a dissolved- oxygen probe recording CL(t) throughout:
Because both qO2 and kLa come from the same short experiment on the actual culture at its actual operating conditions (not a sterile-water proxy), the dynamic method is prized for giving in-situ, biologically realistic values without needing separate chemical (sulfite oxidation) or gas-balance methods, and it can be repeated at intervals through a fermentation to track how kLa and qO2 evolve as the broth's rheology and cell density change.
| Quantity | How obtained |
|---|---|
| qO2·X (and hence qO2, given X) | Slope of the linear air-OFF DO decay |
| kLa | Air-ON recovery transient, using qO2 from air-OFF (slope/intercept regression) |
| Validity condition | CL must stay above Ccrit throughout the air-OFF window |