Blue: operating line | Green: equilibrium curve y*=mx | Orange dashed: NTU integration path
Equilibrium: $y^* = mx$
NTU: $N_{OG}= \int_{y_2}^{y_1}\dfrac{dy}{y-y^*}$
Absorption factor: $A = \dfrac{L}{mG}$
Visualize gas absorption operating line and equilibrium curve on a y-x diagram. Calculate NTU graphical integration, packed column height, and absorption factor in real time.
Blue: operating line | Green: equilibrium curve y*=mx | Orange dashed: NTU integration path
The design is based on a mass balance across the column, which gives the Operating Line. It relates the compositions of the gas (y) and liquid (x) at any height in the column.
$$L(x - x_0) = G(y - y_2)$$Where L is liquid molar flow rate (kmol/h), G is gas molar flow rate (kmol/h), x is liquid-phase mole fraction of solute, y is gas-phase mole fraction of solute. Subscripts 0 and 2 refer to the bottom (inlet) and top (outlet) of the column, respectively. This line is plotted in blue on the simulator.
The driving force for mass transfer is the difference between the actual gas composition (y) and the composition that would be in equilibrium with the liquid (y*). For dilute systems, equilibrium is given by Henry's Law.
$$y^* = m x$$Where m is Henry's constant (dimensionless). This is the orange Equilibrium Line on the plot. The Number of Transfer Units (NTU) is then found by integrating the reciprocal of the driving force over the column's concentration range.
$$N_{OG}= \int_{y_2}^{y_1}\dfrac{dy}{y - y^*}$$The physical height of the column is this "number of steps" multiplied by the "height per step": Z = NOG × HOG, where HOG is the Height of a Transfer Unit, a property of the packing and system.
Natural Gas Sweetening: Raw natural gas straight from the well contains corrosive hydrogen sulfide (H₂S) and carbon dioxide (CO₂). Absorption columns using amine solvents (like MEA) are designed with the NTU/HTU method to calculate the required packed bed height to "sweeten" the gas to pipeline specifications before transport.
Ammonia Production Scrubbing: In the Haber process, the product gas stream contains unreacted ammonia. Absorption columns using water as the solvent are designed to recover this valuable ammonia. Engineers use this method to balance the column height (capital cost) against water circulation rate (operating cost).
Removing CO₂ from Flue Gas: In carbon capture and storage (CCS) systems for power plants, absorption columns are the first major unit operation. The NTU/HTU method is critical for designing an efficient scrubber that can handle huge volumes of flue gas to meet specific CO₂ removal targets, directly impacting the feasibility and cost of the whole CCS project.
Odor Control in Wastewater Treatment: Air stripped from wastewater treatment processes often contains foul-smelling compounds like hydrogen sulfide. Small-scale packed tower scrubbers, designed using these principles, use chemicals like sodium hydroxide to absorb and neutralize the odors before the air is released to the environment.
When you start using this tool, there are a few common pitfalls to watch out for. First, understand that the equilibrium constant m is not a fixed value. The tool treats it as constant for simplicity, but in actual absorption processes, m changes with temperature and concentration. For example, in ammonia absorption into water, a 10°C increase in liquid temperature can cause m to increase by a factor of 1.5. This can lead to a higher actual NTU than the NTU assumed during design, potentially resulting in insufficient separation performance. In practice, remember that detailed calculations, such as using different m values at the top and bottom of the column to account for the heat of dissolution generated inside, are often necessary.
Next, a common misunderstanding is that "HTU depends solely on flow rate." Looking at the tool's formula $H_{OG}= G / (K_y a A)$, it seems HTU is proportional to gas flow rate G, right? However, the mass transfer capacity coefficient $K_y a$ itself also changes with flow rate (more precisely, with gas-liquid shear forces). For typical Raschig ring packing, $K_y a$ tends to increase as G increases. Therefore, HTU does not simply scale proportionally; in reality, it often has a minimum value (an optimum point) at a certain flow rate . When using catalog values for $K_y a$, always check the experimental conditions (at which flow rate it was measured).
Finally, a practical pitfall: "You can't just calculate the column diameter D." While the tool calculates column height Z when you change the diameter, in the field, pressure drop, liquid holdup, and the quality of liquid distribution are critical. For instance, arbitrarily increasing liquid flow in a 1m diameter column can cause "liquid channeling," preventing you from achieving the calculated performance. Generally, you need to separately satisfy hydrodynamic constraints, such as ensuring the liquid spray density does not exceed $5 \,\mathrm{m^3/(m^2 \cdot h)}$.
Design an SO2 absorption column using 10% NaOH solution. Gas inlet y1 = 0.06 mol SO2/mol, outlet y2 = 0.002, gas flow = 800 kg/h, liquid flow = 2000 kg/h. Equilibrium relation: y* = 0.15x. Graphical integration yields NTU = 3.2. With HTU = 0.45 m (based on 25 mm Raschig rings, gas-phase mass transfer coefficient kg = 0.18 kmol/m²·s·Pa, molar density = 40 kmol/m³), column height Z = 3.2 × 0.45 = 1.44 m. Absorption factor A = (L/G)m_eq = (2000/800) × 0.15 = 0.375, confirming absorption feasibility (A < 1).