04-BS-7 · May 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
04-BS-7 Mechanics of Fluids — National Examinations, May 2014. Three (3) hours, closed book. Section A: Calculative (9 questions, do 7); Section B: Analytical/Graphical (4 questions, do 3). Ten questions constitute a complete paper (50 marks). Every printed question is solved below, including the two "extra" questions in each Section beyond the minimum required.
Reference texts: White, Fluid Mechanics, 8th ed. (fluid statics & capillarity Ch.2; Bernoulli/energy equation Ch.3; pipe friction & the Moody chart Ch.6; drag on immersed bodies Ch.7; buoyancy Ch.2; momentum & jet propulsion Ch.3).
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 |
|---|---|
| Pipe entrance elevation | 6 m |
| Reservoir surface above entrance | 3 m → surface at z = 9 m |
| Pipe exit elevation (open to atm.) | 4 m |
| Pipe diameter | 50 mm |
| Pipe length | 120 m |
| Measured flow rate, Q | 0.006 m³/s |
Find. The total head loss between the reservoir surface and the pipe exit.
Approach. Write the general energy equation between the reservoir free surface (large area, V₁≈0, p=atm.) and the open pipe exit (p=atm., V₂=exit velocity), solving for hL as the only unknown.
| Quantity | Result |
|---|---|
| Exit velocity, V₂ | 3.06 m/s |
| Velocity head, V₂²/2g | 0.476 m |
| Total head loss, hL | 4.52 m |