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23-Chem-B4 Biochemical Engineering · May 2017

Question 4 of 5: k L and k L a — Definitions and the Air-On/Air-Off Method

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

Notes on this paper

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 4: kL and kLa — Definitions and the Air-On/Air-Off Method (20 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.

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 Air-On/Air-Off (dynamic gassing-out) method

DO (C)tair ONair OFF (slope = −qₒ₂·X)air ON (recover kₗa)Cₓ (critical DO)
Fig. 4 — dynamic gassing-out (air-on/air-off) trace: the air-off segment's linear decay slope gives qO2·X directly; the following air-on recovery, now with qO2 known, is used to back-calculate kLa.

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:

  1. Air OFF — isolate the consumption term. Aeration is briefly stopped (or switched to pure N₂) while agitation continues. With no gas supply, kLa(C*−CL)→0 and the balance collapses to a pure linear decay: $$\frac{dC_L}{dt}=-q_{O_2}X \quad\Rightarrow\quad C_L(t)=C_{L,0}-q_{O_2}X\,t$$ The measured slope of the (straight) DO-vs-time trace during this window is read directly as −qO2X. Since X is measured independently (dry weight, OD, or cell count), qO2 is obtained immediately — provided the DO stays above a critical concentration Ccrit throughout the window, below which oxygen itself becomes limiting and the decay would curve rather than stay linear, corrupting the reading.
  2. Air ON — recover kLa with qO2 now known. Aeration is restored before DO falls below Ccrit. The full balance dCL/dt=kLa(C*−CL) −qO2X now applies, with qO2 already fixed from Step 1 as the only remaining unknown besides kLa. Rearranging, $$k_La=\frac{dC_L/dt+q_{O_2}X}{C^{*}-C_L}$$ kLa is obtained either from the initial recovery slope (dCL/dt at a single instant) or, more robustly, by linear regression of dCL/dt+qO2X against CL over the whole recovery transient — the regression slope is −kLa and the intercept is kLaC*, so a single recovery curve over-determines and cross-checks both C* and kLa.

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.

QuantityHow obtained
qO2·X (and hence qO2, given X)Slope of the linear air-OFF DO decay
kLaAir-ON recovery transient, using qO2 from air-OFF (slope/intercept regression)
Validity conditionCL must stay above Ccrit throughout the air-OFF window