24-MMP-A5 Surface 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-A5 Surface Mining Methods and Design, 2014-Dec. 3 hours duration, closed book; one hand-written 8.5×11 inch reference sheet and an approved Casio or Sharp calculator permitted. Question 1 is compulsory (40 marks, all seven parts 1.1–1.7); a candidate then selects THREE of Questions 2–7 (each worth 20 marks).
Reference texts: Hartman & Mutmansky (eds.), SME Mining Engineering Handbook, 3rd ed. (dragline stripping systems, truck-shovel productivity, mine dewatering, mine cost estimation); Hustrulid, Kuchta & Martin, Open Pit Mine Planning and Design, 3rd ed. (block-model economics, floating/moving-cone algorithm, the Lerchs–Grossmann graph-theoretic pit-optimization method); Kennedy, B.A. (ed.), Surface Mining, 2nd ed., SME (dragline range-diagram geometry, stripping methods); Lerchs, H. & Grossmann, I.F. (1965), “Optimum Design of Open-Pit Mines,” CIM Bulletin, 58, 47–54; Mular, A.L. & Poulin, R. (1998), CapCosts: A Handbook for Estimating Mining and Mineral Processing Equipment Costs, CIM Special Volume 47 (parametric open-pit capital-cost formulae used throughout Question 7).
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. Load (incl. positioning) 3.0 min; loaded haul 12.0 min (both ore and waste); backup+dump 1.0 min; empty return 8.0 min. Full routing set: Shovel 1 (ore)→Crusher 12 min, Crusher→Shovel 1 8 min; Shovel 2 (waste)→Waste Dump 12 min, Waste Dump→Shovel 2 8 min; Crusher→Shovel 2 4 min; Waste Dump→Shovel 1 3 min; load at Shovel 1 3 min, dump ore at Crusher 1 min; load waste at Shovel 2 3 min, dump at Waste Dump 1 min.
Find. The theoretical cycle time and match factor (3.1), the closed-out and dispatched truck requirements (3.4), which is more efficient (3.5), and the resulting loads delivered in an 8-hour shift (3.6).
Approach. A closed-out loop sizes independently off its own cycle time; a dispatched fleet instead shares the whole pool around ONE combined circuit built from the SHORTER cross-legs (Crusher→Shovel 2, Waste Dump→Shovel 1), so both are found from cycle-time÷load-time, just applied to a different loop.
3.5 – Which is more efficient. Dispatched needs only 13 trucks against 16 for closed out to keep both shovels at maximum production – a saving of $$\left(1-\dfrac{13}{16}\right)\times100=\boxed{18.75\%\text{ fewer trucks}}$$ so the dispatched configuration is more efficient: it exploits the shorter cross-legs (4 and 3 min) in place of a second full dedicated loop, sharing the whole fleet across both shovels instead of splitting it 8/8.
3.6 – Loads per 8-hour shift, dispatched configuration. $$\text{circuits per truck}=\left\lfloor\dfrac{8\times60}{39}\right\rfloor=\lfloor12.31\rfloor=12$$ Each circuit delivers one ore load and one waste load, so with 13 trucks: $$\text{total loads}=12\times13\times2/2=\boxed{156\text{ loads/shift (78 to the crusher, 78 to the dump)}}$$ This is a theoretical ceiling that assumes zero queuing delay, perfectly timed arrivals and no breakdowns, shift-change, blast or weather delays; a real 8-hour shift typically achieves 60–85% of the theoretical figure once those losses are included, so roughly 95–130 combined loads (not 156) is a more realistic expectation, though the theoretical value remains the correct basis for fleet sizing.
| Item | Value |
|---|---|
| 3.1 Theoretical cycle time | 24.0 min |
| 3.1 Match factor at theoretical fleet | 1.0 |
| 3.4 Trucks – closed out | 16 |
| 3.4 Trucks – dispatched | 13 (supercircuit 39 min) |
| 3.5 More efficient configuration | Dispatched (18.75% fewer trucks) |
| 3.6 Theoretical loads/8 h shift (dispatched) | 156 (78 ore + 78 waste); realistically ~95–130 |