24-MMP-A2 Underground Mining Methods and Design · December 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
EGBC National Exam — Mining and Mineral Processing Engineering, 09-Mmp-A2 Underground Mining Methods and Design, 2014-Dec. 3 hours duration, closed book; only an approved Sharp or Casio calculator permitted, one hand-written 8.5×11 in. reference sheet allowed. Question 1 is compulsory (40 marks, all seven parts 1.1–1.7); a candidate then selects THREE of Questions 2–7 (each nominally 20 marks, Question 7 sub-totalling higher).
Reference texts: Hartman & Mutmansky (eds.), SME Mining Engineering Handbook, 3rd ed. (underground mining methods, rock support, mine ventilation, shaft hoisting design, headframes, backfill practice, mine cost estimation — the primary reference throughout this paper); Hustrulid & Bullock, Underground Mining Methods: Engineering Fundamentals and International Case Studies (room-and-pillar, vertical crater retreat and trackless mechanized stoping practice); O'Hara, T.P., "Quick Guides to the Evaluation of Orebodies," CIM Bulletin, February 1980, and Mular, A.L. & Poulin, R., CapCost – CIM Special Volume 47, 1998 (parametric underground mine capital-cost models used in Question 7); BC Ministry of Energy, Mines and Low Carbon Innovation, Health, Safety and Reclamation Code for Mines in British Columbia (Canadian regulatory context for hoisting-rope safety factors, overwind protection and shaft ventilation).
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.
Atkinson's equation gives the frictional head loss of a single airway, $H = RQ^2$, where the airway resistance $R = \dfrac{kPL}{A^3}$: $k$ is the friction factor of the airway lining (an empirical drag coefficient depending on rock/support surface roughness), $P$ the rubbing-surface perimeter, $L$ the airway length, and $A$ the cross-sectional area — entering as $A^3$, so resistance is extremely sensitive to airway size (halving the area increases resistance eightfold). Atkinson's equation is the building block; a real mine ventilation circuit is a network of many such airways in series and parallel, and Kirchhoff's first (nodal/continuity) law — the air entering any junction equals the air leaving it — and Kirchhoff's second (mesh/loop) law — around any closed circuit, the algebraic sum of head losses (and any fan heads or natural ventilation pressure within the loop) is zero — are applied together across the whole network to solve for the unknown quantity distribution and pressure at every airway. In network design this is done by combining each airway's Atkinson resistance according to the network topology — resistances in series add directly, $R_{series}=\sum R_i$ (same $Q$ throughout, losses add), while resistances in parallel combine as $1/\sqrt{R_{eq}} = \sum 1/\sqrt{R_i}$ (same $H$ across every branch, per Kirchhoff's second law applied to the parallel loop, with the total $Q$ split between branches per Kirchhoff's first law) — and modern network-analysis software (VnetPC, Ventsim, ClimSim) applies both laws simultaneously through an iterative Hardy-Cross-type balancing routine to converge on the quantity and pressure distribution of a full branched circuit, exactly the calculation carried out by hand below for the simpler four-branch parallel case.
Given. $Q_{total}=47.19\ \text{m}^3/\text{s}$; $R_1=2.627$, $R_2=0.151$, $R_3=0.349$, $R_4=0.397\ \text{N}\cdot\text{s}^2/\text{m}^8$.
Find. $R_{eq}$, $H$, $Q_1$ through $Q_4$, and $\sum Q_i$.
Approach. All four branches connect the same two nodes, so each carries the same head loss $H$ (Kirchhoff's second law on the trivial single-loop network); combine resistances with the parallel-Atkinson rule, then back-solve $H$ from the given total flow, then each branch flow from $H$ and its own resistance.
The lowest-resistance airway (Airway 2, $R=0.151$) naturally carries by far the largest share of the flow (18.77 of 47.19 m³/s, about 40%) — because $Q\propto1/\sqrt{R}$, flow splits are far less sensitive to resistance than a naive inverse (not inverse-square-root) split would suggest, which is why a poorly proportioned parallel circuit can still leave a high-resistance airway (Airway 1 here) badly under-ventilated relative to the others even though every branch shares the identical head loss.
| Quantity | Value |
|---|---|
| Equivalent resistance $R_{eq}$ | 0.02389 N·s²/m⁸ |
| Head loss $H$ | 53.19 Pa |
| $Q_1$ (Airway 1) | 4.50 m³/s |
| $Q_2$ (Airway 2) | 18.77 m³/s |
| $Q_3$ (Airway 3) | 12.35 m³/s |
| $Q_4$ (Airway 4) | 11.58 m³/s |
| $\sum Q_i$ | 47.19 m³/s |