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04-BS-7 · May 2016

Question 2 of 13: Depth to the Water Table from an Air-Purge Borehole Test

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

Notes on this paper

04-BS-7 Mechanics of Fluids — May 2016 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs "do seven"; Section B (Analytical/Graphical) 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, patm = 100 kPa (an atmospheric head of 10 m of water is specified separately for Question 1), ρwater = 1000 kg/m³, SGglycerine = 1.26, SGmercury = 13.56, ρconcrete = 2400 kg/m³, ρair = 1.19 kg/m³ (20°C) / 1.21 kg/m³ (15°C), μwater = 1.0×10⁻³ N·s/m², Rair = 287 J/kg·K.

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), hydrostatic forces and the middle-third rule (Ch. 2), dimensional analysis and drag (Ch. 5, 7), pipe friction and the Moody/Colebrook relation (Ch. 6), control-volume momentum (Ch. 3); B. R. Munson et al., Fundamentals of Fluid Mechanics — jets, orifices, and streamline patterns (Ch. 5, 8); J. D. Anderson, Fundamentals of Aerodynamics — wave/compressibility drag divergence (Ch. 5) for the Boeing 747 wind-tunnel chart used in Question 9.

Question 2: Depth to the Water Table from an Air-Purge Borehole Test (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
Borehole depth L50 m
Steady gauge reading at the pipe top196 kPa
Water density ρw1000 kg/m³

Find. (a) depth d of the water table below ground; (b) a sketch of the drawdown profile while pumping.

water tablep50 md = 30.0 mground surface
Fig. Q2(a) — borehole 50 m deep; water table depth d = 30.0 m below the ground surface.

Approach. At the moment air just begins to bubble from the pipe's submerged end, the air pressure inside the pipe exactly balances the hydrostatic pressure of the water column standing above that point — this "bubble point" condition converts the gauge reading directly into the height of water above the pipe's bottom.

  1. Part (a) — relate the gauge reading to the submerged column. The pipe bottom sits at the full 50 m depth; if the water table is a depth d below the surface, the water column standing above the pipe bottom is (L−d). At bubbling onset: $$p_{gauge} = \rho_w g (L-d)$$
  2. Solve for the submerged height, then for d. $$L-d = \frac{p_{gauge}}{\rho_w g} = \frac{196\,000}{1000(9.81)} = 19.98\ \text{m}$$ $$d = L-(L-d) = 50 - 19.98 = \boxed{30.0\ \text{m below the ground surface}}$$
  3. Part (b) — drawdown profile. While the well is being pumped, the water table near the borehole is drawn down into a symmetric, bowl-shaped depression called a cone of depression: lowest immediately at the well wall, rising smoothly away from the well until it rejoins the flat, undisturbed water table at some radius of influence (sketched below).
drawdown (cone of depression)p50 mprofile while pumping
Fig. Q2(b) — cone of depression: the water table dips near the pumped borehole and recovers with radial distance.
QuantityResult
Depth to water table, d30.0 m below ground
Pumping profileCone of depression, symmetric about the borehole (sketch above)