24-MMP-A5 Surface Mining Methods and Design · December 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Reference texts: Hustrulid, Kuchta & Martin, Open Pit Mine Planning and Design (3rd ed.) — truck-shovel match factor, dragline stripping geometry, capital cost indexes, open-pit scheduling; SME Mining Engineering Handbook (3rd ed.) — equipment costing, mine dewatering, cost-index escalation.
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 time (either commodity) 3 min, dump time 1 min. Own-shovel routes: Shovel1↔Crusher 12/8 min; Shovel2↔Dump 12/8 min. Cross routes: Crusher→Shovel2 4 min; Dump→Shovel1 3 min.
| Segment | Time (min) |
|---|---|
| Shovel 1 → Crusher | 12 |
| Crusher → Shovel 1 | 8 |
| Shovel 2 → Waste Dump | 12 |
| Waste Dump → Shovel 2 | 8 |
| Crusher → Shovel 2 (cross) | 4 |
| Waste Dump → Shovel 1 (cross) | 3 |
| Load (ore or waste) | 3 |
| Dump (ore or waste) | 1 |
Find. Closed-out vs. dispatched cycle times, theoretical trucks, match factors, and the resulting productivity/cost comparison.
2.2.1 — definitions. A closed-out route dedicates each truck permanently to ONE shovel–dump pair, always returning empty by the SAME leg it arrived on (Shovel1↔Crusher, Shovel2↔Dump as two separate, self-contained loops). A dispatched route lets a truck, once empty at either dump point, be sent back to WHICHEVER shovel currently needs a truck most (using the cross legs Crusher→Shovel2 and Dump→Shovel1 as well as the direct legs), pooling the whole fleet across both shovels rather than partitioning it.
Approach. Sum each configuration’s own-leg loop for the closed-out cycle time; sum the shortest available return legs for the dispatched combined loop; convert both to theoretical trucks via Nt=Tc/Tl.
2.2.4 — most efficient configuration. Dispatched is more efficient: it delivers the identical shovel-limited production (2.2.5) with only 13 trucks instead of 16 — a smaller, cheaper fleet achieves the same tonnage because no truck is ever sent home the long way when a shorter route back to an equally-needy shovel exists.
2.2.5 — shift productivity. The 12-hour shift less 1.5 h meals, 1.5 h snacks (3×0.5 h) and 1.0 h start-up/shutdown leaves 8 productive hours (480 min), confirming the stated split. With enough trucks present (either configuration), each shovel is the bottleneck, loading continuously every 3 min: $$\text{loads/shovel} = \dfrac{480}{3} = \boxed{160 \text{ truckloads}}$$ so 160 loads reach the Crusher (via Shovel 1) and 160 reach the Waste Dump (via Shovel 2) — 320 total loads — under BOTH configurations, since production is shovel-limited either way. The difference is fleet size: closed-out needs 16 trucks (8+8) to sustain it, dispatched needs only 13.
| Configuration | Truckloads to crusher | Truckloads to dump | Trucks required |
|---|---|---|---|
| Closed-out | 160 | 160 | 16 (8+8) |
| Dispatched | 160 | 160 | 13 |
2.2.6 — savings from dispatching. Dispatching cuts the required fleet from 16 to 13 trucks (a 3/16 ≈ 18.8% reduction) for IDENTICAL production. Illustrating with a representative large rigid-frame haul truck (≈$3.5M capital, ≈$180/operating-hour all-in incl. fuel, tyres, maintenance, operator): capital saved ≈ 3 × $3.5M = $10.5M, and operating saved ≈ 3 trucks × 2,000 operating-hr/yr × $180/h ≈ $1.08M/yr. Savings COMPONENTS: (1) capital — 3 fewer trucks purchased; (2) direct operating — 3 fewer operators, less fuel and tyre wear; (3) indirect — less congestion/queueing at both dump points, and lower maintenance-shop loading. (Figures are an illustrative example on representative unit costs, not paper-supplied data — flagged accordingly.)