22-Mec-B6 Advanced Fluid Mechanics · December 2013
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Exams, December 2013 — 07-Mec-B6 Advanced Fluid Mechanics. Three hours, open book, any non-communicating calculator permitted. Part A holds four questions weighted 16 marks each (48 per cent of the paper) and Part B three questions weighted 26 marks each (52 per cent); the candidate answers any three in Part A and any two in Part B. All seven questions are worked here. The paper supplies a four-page aid sheet (compressible-flow and shock relations, the boundary-layer integral equations, the Navier–Stokes equations in Cartesian and cylindrical-polar form, and the potential-flow stream and potential functions); every relation quoted below is taken from that sheet, so the arithmetic matches what a candidate had in front of them.
Reference texts.
Conventions used throughout. Air is treated as a perfect gas with γ = 1.4 and R = 287 J/kg·K except where a question names another gas. Pressure conversions use 1 mm Hg = 133.322 Pa and 1 mm H2O = 9.80665 Pa. Compressible-flow ratios are evaluated from the closed-form aid-sheet relations rather than read off a table, so the third significant figure is exact rather than interpolated.
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 |
|---|---|---|
| Internal diameter / radius | D, R | 5 cm, R = 0.025 m |
| Density | ρ | 1260 kg/m3 |
| Dynamic viscosity | μ | 1.49 Pa·s |
| Rotation rate | ω | 120 rpm = 12.566 rad/s |
| Fluid depth on the axis | h0 | 3 cm = 0.030 m |
| Velocity field | ur, uθ, uz | 0, ωr, 0 |
| Gravity | g | 9.81 m/s2 |
Find. The pressure distribution over the base of the beaker, the equation of the free surface, and the maximum fluid elevation (at the wall).
Approach. Substitute the stated rigid-body velocity field into the cylindrical-polar momentum equations from the aid sheet. Every viscous term vanishes because rigid-body rotation has no rate of strain, leaving a two-dimensional hydrostatic balance whose integration gives the pressure field directly; the free surface is then the isobar $P=P_{\text{atm}}$.
| Quantity | Result |
|---|---|
| General pressure field | P(r, z) = Patm + ρg(h0 − z) + ρω2r2/2 |
| Pressure along the base (z = 0), gauge | P = 370.8 + 99 486 r2 Pa (r in m) |
| Base gauge pressure on the axis / at the wall | 370.8 Pa / 433.0 Pa |
| Free-surface equation | zs(r) = 0.030 + 8.049 r2 m |
| Rise from axis to wall | ω2R2/2g = 5.03 mm |
| Maximum fluid elevation | zmax = 35.0 mm at r = R |
| Rotational Reynolds number (check) | Re = ρωR2/μ = 6.6 (creeping) |