Govt. Exams
Entrance Exams
HTU = V·G/(k_G·a·A), where a smaller HTU indicates more efficient mass transfer. It represents the column height needed to achieve one logarithmic unit of concentration driving force reduction.
Using Fick's law for stagnant diffusion: J = D_AB·ΔC/δ = 0.1 × 0.05 / 0.01 = 0.5 × 10⁻² = 5 × 10⁻³ mol/(cm²·s).
The reverse osmosis permeate flux follows: J = A(ΔP - Δπ), where A is membrane permeability, ΔP is applied pressure, and Δπ is osmotic pressure difference.
The enhancement factor E = k_L,with reaction/k_L,without reaction depends on the Hatta number (Ha = √(k·C_A0·D_A/k_L²)), which incorporates reaction kinetics and mass transfer parameters.
Penetration theory assumes fluid elements contact the interface for a short time, then move away. Mass transfer is modeled using unsteady diffusion into a semi-infinite medium.
Overall volumetric mass transfer = k_G × a × Volume = 0.05 × 200 × (5 × height). For unit height, K_G·a·V = 0.05 × 200 × 5 = 50 kmol/(s·atm).
The Stefan problem deals with unsteady diffusion with a moving interface, commonly encountered in evaporation from droplets and sublimation processes where the interface position changes with time.
In equimolar counter-diffusion, moles of A diffusing in one direction equal moles of B diffusing in the opposite direction, making J_A = -J_B and their sum zero.
Fick's law: J_A = -D_AB(dC_A/dz) + C_A(J_A + J_B). The total flux includes both diffusive and convective contributions due to bulk flow.
Selectivity α = (J_A/ΔP_A)/(J_B/ΔP_B). Higher selectivity indicates better separation capability of the membrane.