Question 1 of 7: Water-vapour concentration above an open tank
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams — December 2014 — 04-Chem-A3 Mass Transfer Operations. Three-hour, open-book exam; any non-communicating calculator permitted. Format: seven questions in three parts — answer one of Q1–Q2 (Part A), one of Q3–Q4 (Part B) and two of Q5–Q7 (Part C); four questions of equal value constitute a complete paper. All seven are solved below for completeness. Every property datum (vapour pressures, diffusivities, Henry constants) is stated in the question, so each answer is self-contained.
Reference texts: Geankoplis, Transport Processes and Separation Process Principles (4th ed., Prentice Hall) — molecular diffusion, convective mass transfer and gas absorption; Welty, Wicks, Wilson & Rorrer, Fundamentals of Momentum, Heat and Mass Transfer (6th ed., Wiley) — boundary-layer mass transfer and diffusion with reaction; Incropera & DeWitt, Fundamentals of Heat and Mass Transfer (species diffusion, sphere in a stagnant medium); Treybal, Mass-Transfer Operations (3rd ed.) — packed-tower and wetted-wall design; supporting data from Perry's Chemical Engineers' Handbook (9th ed.).
Question 1: Water-vapour concentration above an open tank (Part A — equal value)
Given. Humid air sits above a water surface; only the two boundary vapour concentrations are asked — the driving conditions are the air temperature, the total pressure, the relative humidity at the open top and saturation at the wet interface.
Quantity
Value
Air temperature $T$
310 K
Total pressure $P$
1 bar $=1.0\times10^5$ Pa
Relative humidity at top
$\phi = 40\%$
Water vapour pressure $p^\text{sat}$
0.06221 bar $=6221$ Pa
Find. The molar concentration of water vapour $c_A$ at the open top ($z=0$) and at the air–water interface ($z=L$), in mol/m³.
Approach. Convert each boundary partial pressure to a molar concentration with the ideal-gas law $c_A = p_A/RT$; the interface partial pressure is the saturation value, the top is that saturation value scaled by the relative humidity.
Partial pressure at the interface ($z=L$). The gas in contact with liquid water is saturated, so $p_{A,L}=p^\text{sat}=6221$ Pa.
Partial pressure at the open top ($z=0$). Relative humidity scales the saturation pressure: $$p_{A,0}=\phi\,p^\text{sat}=0.40\times6221 = 2488\ \text{Pa}.$$
Molar concentration at the top. Apply the ideal-gas law with $R=8.314$ J/mol·K and $T=310$ K: $$c_{A,0}=\frac{p_{A,0}}{RT}=\frac{2488}{(8.314)(310)}=\boxed{0.966\ \text{mol/m}^3}.$$
Molar concentration at the interface. Same law at the saturated face: $$c_{A,L}=\frac{p_{A,L}}{RT}=\frac{6221}{(8.314)(310)}=\boxed{2.41\ \text{mol/m}^3}.$$ Because concentration is directly proportional to partial pressure at fixed $T$, the interface value is exactly $1/\phi=2.5\times$ the top value.
Quantity
Result
Vapour concentration at top, $c_A(z{=}0)$
0.966 mol/m³
Vapour concentration at interface, $c_A(z{=}L)$
2.41 mol/m³
Check
The printed sketch draws a tapered vessel (top 1 ft, bottom 2 ft) while the text calls the tank “cylindrical, 2 ft diameter.” This contradiction only affects the flux/rate of evaporation (which depends on area and column length); the two boundary concentrations asked here depend solely on $T$, $P$, $\phi$ and $p^\text{sat}$, so both answers are unaffected. The density and molar masses given are red herrings for this part.