23-Chem-B1 Transport Phenomena · December 2016
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. EGBC 04-CHEM-B1 Transport Phenomena, December 2016, 3 hours, open-book. Six problems in three sections (A Fluid Mechanics, B Heat Transfer, C Mass Transfer); candidates attempt one from each section plus a fourth (four of six at 25 marks each, only the first four in the answer book are marked). All six problems are solved below as a complete study resource. Appendix A of the paper supplies the equations of change (continuity, Navier–Stokes, energy and species tables) in rectangular, cylindrical and spherical coordinates — these are quoted rather than re-derived.
Reference texts: R. B. Bird, W. E. Stewart & E. N. Lightfoot, Transport Phenomena (2nd ed., Wiley) — the equations of change and the differential momentum / energy / species balances; J. R. Welty, C. E. Wicks, R. E. Wilson & G. L. Rorrer, Fundamentals of Momentum, Heat and Mass Transfer (Wiley) — pipe friction, internal-flow heat transfer and film mass transfer; F. P. Incropera & D. P. DeWitt, Fundamentals of Heat and Mass Transfer (Wiley) — the log-mean-temperature-difference and effectiveness–NTU methods; R. H. Perry & D. W. Green, Perry’s Chemical Engineers’ Handbook (9th ed.) — transport properties and the Colebrook friction correlation.
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.
Given.
| Quantity | Symbol | Value |
|---|---|---|
| Spill volume | $V$ | $0.00325\ \text{ft}^3=92.0\ \text{cm}^3$ |
| Air temperature, pressure | $T,P$ | $74\ \degree\text{F}=296.5\ \text{K},\ 1\ \text{atm}$ |
| Bulk / saturation humidity | $H_\infty,\ H_s$ | $0.0019,\ 0.0188\ \tfrac{\text{lb w}}{\text{lb dry}}$ |
| Stagnant film thickness | $\delta$ | $0.19\ \text{in}=0.483\ \text{cm}$ |
| Diffusivity (water–air) | $D_{AB}$ | $0.258\ \text{cm}^2/\text{s}$ |
| Water density | $\rho_L$ | $62.4\ \text{lb/ft}^3$ |
Find. The time $t$ for the spill to evaporate completely.
Approach. Convert the humidities to vapour partial pressures, apply the Stefan (diffusion-through-stagnant-gas) flux across the film, then divide the total moles of water by the molar evaporation rate. The spill footprint is taken as $1\ \text{ft}^2$ (see the callout).
| Quantity | Result |
|---|---|
| Surface / bulk vapour pressure | $p_{A1}=0.0294\ \text{atm}$, $p_{A2}=0.00305\ \text{atm}$ |
| Molar evaporation flux | $N_A\approx5.89\times10^{-7}\ \text{mol/(cm}^2\!\cdot\text{s)}$ |
| Time to evaporate (footprint $1\ \text{ft}^2$) | $t\approx9.35\times10^{3}\ \text{s}\approx2.6\ \text{h}$ |
The evaporation flux $N_A$ is fully fixed by the data, but the total time needs the spill area, which the question does not give. A $1\ \text{ft}^2$ footprint is assumed — it makes the 92 cm³ spill a physically realistic $\approx1\ \text{mm}$-deep puddle. The time scales inversely with area: $t=\rho_L V/(M_A N_A A)$, so a footprint twice as large evaporates in half the time. State the assumed area with the answer.