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The Interface Reality
In our previous article on Film Theory, we established that a stagnant boundary layer limits mass transfer. However, in any real gas-liquid contactor (like a scrubber or stripper), there is not one film—there are two.
- The Stagnant Gas Film (with coefficient $k_y$)
- The Stagnant Liquid Film (with coefficient $k_x$)
For a molecule of $CO_2$ to be absorbed from natural gas into a liquid amine solution, it must first diffuse through the gas film, cross the physical interface, and then diffuse through the liquid film.
The Fundamental Assumption of Two-Film Theory: The two phases are assumed to be in perfect thermodynamic equilibrium exactly at the microscopic interface. (i.e., $y_i = m \cdot x_i$, where $m$ is Henry's Law constant).
The Concept of the Overall Coefficient
To calculate the total flux, an engineer needs to know the interface concentrations ($y_i$ and $x_i$). Unfortunately, measuring the concentration of a chemical at a microscopic boundary layer inside a pressurized steel tower is physically impossible.
We only know the bulk gas concentration ($y$) and the bulk liquid concentration ($x$).
To solve this, engineers created the Overall Mass Transfer Coefficient ($K_y$ and $K_x$). This allows us to calculate flux based entirely on bulk concentrations!
$$ N_A = K_y \cdot (y - y^*) = K_x \cdot (x^* - x) $$
Where $y^*$ is the theoretical gas concentration that would be in equilibrium with the bulk liquid $x$.
Adding Resistances in Series
Just like electrical resistors in series ($R_{total} = R_1 + R_2$), mass transfer resistances are additive. The inverse of the mass transfer coefficient is the resistance ($R = 1/k$).
The Overall Resistance ($1/K_y$) is the sum of the gas film resistance and the liquid film resistance (adjusted by the equilibrium slope $m$):
$$ \frac{1}{K_y} = \frac{1}{k_y} + \frac{m}{k_x} $$
This is arguably the most important equation in gas absorption design!
Gas-Phase Controlled vs. Liquid-Phase Controlled
By analyzing the equation above, we can determine which film dictates the design of the tower:
- Highly Soluble Gases (Gas-Phase Controlled): E.g., Ammonia absorbing into water. The equilibrium slope ($m$) is very small. Therefore, the term $m/k_x \approx 0$. The equation reduces to $1/K_y \approx 1/k_y$. The entire resistance is in the gas film. To improve the tower, you must increase gas velocity and turbulence. Modifying the liquid flow will achieve almost nothing!
- Slightly Soluble Gases (Liquid-Phase Controlled): E.g., Oxygen absorbing into water (aeration). The slope ($m$) is massive. The term $m/k_x$ dominates the equation. The entire resistance is in the liquid film. To improve the tower, you must increase liquid agitation and turbulence.
Gas Scrubber
Apply this methodology directly in the ChemProCal calculator.
Open Calculator →
e.g., 1.5 for gases, 0.0001 for liquids
Mass Transfer Coefficient ($k_c$)
-- m/s
Molar Diffusion Flux ($N_A$)
-- kmol / m²·s
Adjust parameters below to test the methodology equations in real time before running full simulations: