NivaarExam PrepOfficial exam papers ↗

04-BS-7 · May 2014

Question 3 of 13: River Flow Accumulation and Level Rise

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

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 3 — River Flow Accumulation and Level Rise (5 marks)

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.

QuantityValue
Flow past bridge A (inflow)55 m³/s
Flow past bridge B (outflow)45 m³/s
Surface area between bridges1.44 km² = 1.44×10⁶ m²
Elapsed time, 9 am → 9 pm12 h

Find. The rate of storage accumulation, and the resulting rise in river level after 12 h.

Approach. Apply conservation of mass (control-volume continuity) to the reach between the bridges: accumulation rate = inflow − outflow; then convert accumulated volume to a level rise using the given surface area.

  1. Accumulation rate. $$\frac{{dV}}{{dt}} = Q_{{in}}-Q_{{out}} = 55-45 = \boxed{{10\text{{ m}}^3/\text{{s}}}}$$
  2. Volume accumulated in 12 h. $$V = 10\text{{ m}}^3/\text{{s}}\times(12\times3600\text{{ s}}) = 10\times43,200 = 432,000\text{{ m}}^3$$
  3. Level rise. $$\Delta z = \frac{{V}}{{A}} = \frac{{432,000\text{{ m}}^3}}{{1.44\times10^6\text{{ m}}^2}} = \boxed{{0.300\text{{ m}} = 300\text{{ mm}}}}$$
QuantityResult
Accumulation rate10 m³/s
Volume stored in 12 h432,000 m³
River level rise300 mm