04-BS-7 · December 2015
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
04-BS-7 Mechanics of Fluids — December 2015 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs "do seven"; Section B (Analytical) offers 4 questions and instructs "do three." Every question is answered below (13 of 13), so students can use the full paper as a study resource. Constants used throughout (from the paper's own Constants page): g = 9.81 m/s², ρwater = 1000 kg/m³, ρair = 1.19 kg/m³ (20°C) / 1.21 kg/m³ (15°C), μair = 1.8×10⁻⁵ N·s/m², Rair = 287 J/kg·K, Rhelium = 2077 J/kg·K, patm = 100 kPa.
Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), control-volume momentum/energy and propulsion (Ch. 3), potential/inviscid flow around cylinders (Ch. 8), viscosity and Newtonian shear (Ch. 1), pipe friction and the Moody chart (Ch. 6), and drag on immersed bodies (Ch. 7).
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 | Value |
|---|---|
| Rod diameter d | 1 mm (rods touching each other) |
| Surface tension σ | 0.073 N/m |
| Wetting angle θ | 0° (cosθ = 1) |
| Water density ρ | 1000 kg/m³ |
Find. The capillary rise h above the free surface.
Approach. Use the general capillary-rise relation given on the paper's Reference Equations page, h = (σcosθ/ρg)×(perimeter/area), applied to the wetted perimeter and open area of ONE interstitial pore between four touching rods (this reduces to the familiar 2σcosθ/ρgr for a circular tube, so it is the correct generalization here).
| Quantity | Result |
|---|---|
| Capillary rise h | 108.9 mm (0.109 m) above the free surface |