23-Chem-B1 Transport Phenomena · May 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. EGBC 16-CHEM-B1 Transport Phenomena, May 2018, 3 hours, open-book (one textbook permitted, no loose notes). Six problems in three sections (A Fluid Mechanics, B Heat Transfer, C Mass Transfer), each worth 25 marks; candidates attempt one problem from each section plus a fourth from any section, and 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-continuity 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, tank draining, the internal-flow and wetted-wall correlations; F. P. Incropera & D. P. DeWitt, Fundamentals of Heat and Mass Transfer (Wiley) — the Sieder–Tate laminar-tube correlation and cylindrical conduction; C. J. Geankoplis, Transport Processes and Separation Process Principles (Prentice Hall) — the Gilliland–Sherwood wetted-wall correlation and diffusion with heterogeneous reaction; R. H. Perry & D. W. Green, Perry’s Chemical Engineers’ Handbook — transport properties.
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. A fully developed turbulent profile in a round pipe of radius $R$: $V_r=V_{max}\big[(R-r)/R\big]^{1/7}$, valid to $Re\approx10^5$; incompressible (constant $\rho$). The centreline ($r=0$) carries $V_{max}$; the wall ($r=R$) carries zero.
Find. The ratio $V_{av}/V_{max}$, i.e. an expression for the flow-average velocity in terms of the peak velocity.
Approach. The average velocity is the volumetric flow divided by the cross-sectional area; integrate the given profile over annular rings $dA=2\pi r\,dr$ and divide by $\pi R^2$, using the substitution $s=(R-r)/R$ to reduce the integral to standard powers.
| Quantity | Result |
|---|---|
| Profile integral | $\displaystyle\int_0^1 s^{1/7}(1-s)\,ds=\frac{49}{120}$ |
| Average / maximum velocity | $V_{av}=\dfrac{49}{60}V_{max}\approx0.817\,V_{max}$ |
| (Contrast: laminar parabola) | $V_{av}=\tfrac12 V_{max}$ |