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 |
|---|---|
| Jet (nozzle exit) diameter, D₂ | 75 mm |
| Pipe diameter, D₁ | 200 mm |
| Pipe pressure, p₁ | 80 kPa gauge |
| Coefficient of velocity, Cₜ | 0.96 |
| Coefficient of contraction, Cc | 1.00 (no contraction stated) |
Find. The actual jet velocity V₂ and discharge Q.
Approach. Bernoulli between the pipe and the (ideal) jet gives the ideal velocity including the pipe's own approach velocity (found from continuity in terms of the actual jet velocity); the real velocity is then Cₜ times the ideal value.
V₁ = (D₂/D₁)² V₂actual = r V₂, r=(75/200)²=0.1406. Bernoulli, pipe→jet (same elevation, pjet=0 gauge):
$$\frac{{p_1}}{{\rho}}+\frac{{V_1^2}}{{2}} = \frac{{V_{{2,ideal}}^2}}{{2}},\qquad V_{{2,ideal}}=\frac{{V_2}}{{C_v}}$$
| Quantity | Result |
|---|---|
| Actual jet velocity, V₂ | 12.25 m/s |
| Discharge, Q | 0.0541 m³/s (54.1 L/s) |