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24-MMP-A5 Surface Mining Methods and Design · May 2013

Question 8 of 13: Dragline Side-Casting Geometry

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

Notes on this paper

EGBC National Exam — Mining and Mineral Processing Engineering, 09-Mmp-A5 Surface Mining Methods and Design, 2013-May. 3 hours duration; one handwritten 8.5×11 in reference sheet permitted (not an open-book exam); only approved Sharp or Casio calculators allowed. Question 1 is compulsory (40 marks, parts 1.1–1.7); candidates then select FOUR of the six optional Questions 2–7 (15 marks each) to complete the paper.

Reference texts: Hartman & Mutmansky, SME Mining Engineering Handbook, 3rd ed. (dewatering, slope stability classification, dragline stripping geometry, truck dispatch, mine closure); Hustrulid, Kuchta & Martin, Open Pit Mine Planning and Design (moving-cone and Lerchs–Grossmann pit optimization, capital-cost estimating, truck-shovel match factor); Lerchs, H. & Grossmann, I.F. (1965) “Optimum Design of Open-Pit Mines,” CIM Bulletin (the graph-theoretic 2-D worked example this question is drawn from); O’Hara, T.A. (1980) “Quick Guides to the Evaluation of Orebodies,” CIM Bulletin, Feb. 1980, and Mular, A.L. & Poulin, R. (1998) CANCOST, CIM Special Volume 47 (capital-cost formulae); Bieniawski, Z.T. (1989) Engineering Rock Mass Classifications (RMR system).

Question 2: Dragline Side-Casting Geometry (15 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.

QuantitySymbolValue
Tub diameter$d_{tub}$20 m
Operating radius$R_{op}$50 m
Positioning factor–75%
Rated stacking height–12 m
Digging depth (rated)–35 m
High-wall angle from horizontal$\theta_{hw}$63°
Coal face angle (simplified)–90°
Spoil-pile angle of repose$\phi$35°
Spoil swell factorSF0.25
Overburden depthD25 m
Pit widthW40 m
Coal seam thickness–3 m (flat)

Find. Range-diagram definition; sketch with labelled geometry; tub-positioning offsets; swelled volume of a 10 m³ sample; cut and spoil areas, spoil height, operational stacking height and horizontal reach for a 1 m wide slice; and whether the dragline as specified can complete the cut.

coal seam (3 m) spoil pile, 35° repose, crest +29.6 m (width compressed for display) dragline tub (20 m) cast (reach factor ≈ 82 m > 50 m operating radius) pit width W = 40 m overburden D = 25 m highwall 63°
Fig. 2.1 – simple side-casting dragline cross-section (2.2/2.3): pit width, overburden depth, high-wall angle, coal seam, and the swelled spoil pile at its 35° angle of repose (pile width is compressed for display – see 2.6.6 for its true horizontal extent).

Approach. Work through the geometry and mass-balance relations bench by bench: define the range diagram, size the tub-positioning offsets from the given percentage, apply the swell factor to a sample volume, then build the full 1 m-wide cross-section (cut, swelled spoil, pile height, operational stacking height, horizontal reach) and compare the results against the machine’s rated reach and stacking height to answer the capability question.

  1. 2.1 – Range diagram. A range diagram is the manufacturer’s to-scale drawing of a dragline’s digging and dumping envelope – boom angle, operating radius, maximum digging depth and maximum dumping height/radius plotted as a set of concentric arcs about the machine centreline – used to check, for a specific pit geometry, whether every point that must be dug or every point where spoil must be placed actually falls inside the machine’s reach.
  2. 2.4 – Tub positioning. Positioning is defined as (distance, highwall edge to tub centreline) $\div$ tub diameter. At 75% positioning: $$\text{highwall edge to centreline} = 0.75 \times 20\ \text{m} = 15.0\ \text{m}$$ $$\text{highwall edge to nearest tub edge} = 15.0 - \tfrac{20}{2} = \boxed{5.0\ \text{m}}$$ so the tub sits with its centreline 15.0 m back from the crest and its nearest edge only 5.0 m from the crest – a realistic working setback for a machine walking the edge of an active highwall.
  3. 2.5 – Swelled sample volume. Swell factor relates broken (placed) volume to unbroken (in-situ) volume: $V_{broken}=V_0(1+SF)$. $$V_{broken} = 10\ \text{m}^3 \times (1+0.25) = \boxed{12.5\ \text{m}^3}$$
  4. 2.6.1 – Cut area (1 m slice). Modelling the cut as the rectangular overburden block removed ahead of the coal (pit width × overburden depth, per the sketch, Fig. 2.1): $$A_{cut} = W \times D = 40\ \text{m}\times 25\ \text{m} = \boxed{1000\ \text{m}^2/\text{m} \;(=1000\ \text{m}^3\ \text{per 1 m slice})}$$
  5. 2.6.2 – Spoil-pile area (1 m slice). Broken material occupies more volume than the in-situ block it came from, by the swell factor: $$A_{spoil} = A_{cut}(1+SF) = 1000\times1.25 = \boxed{1250\ \text{m}^2/\text{m}}$$
  6. 2.6.3 – Spoil-pile height above the coal-seam floor. Free-dumped spoil settles at its angle of repose on both sides, forming a symmetric (isosceles) triangular pile of area $A_{spoil}$; with half-base $=h/\tan\phi$, $A_{spoil}=h\cdot(h/\tan\phi) = h^2/\tan\phi$: $$h_{spoil} = \sqrt{A_{spoil}\tan\phi} = \sqrt{1250 \times \tan 35^\circ} = \sqrt{1250\times0.7002} = \boxed{29.6\ \text{m above the coal floor}}$$
  7. 2.6.4 – Spoil height above the dragline-tub base. The tub sits at the original ground surface, i.e. at overburden-depth elevation (25 m above the coal floor): $$h_{above\,tub} = h_{spoil} - D = 29.6 - 25 = \boxed{4.6\ \text{m}}$$ – the freshly swelled spoil crest pokes up 4.6 m above the machine’s own operating level.
  8. 2.6.5 – Operational stacking height. Distinct from the manufacturer’s rated stacking height (a machine-reach spec, measured above the crest the dragline is working from), the operational stacking height is the actual total vertical rise the bucket must lift and cast through – from the pit floor up to the pile crest: $$h_{op} = h_{spoil} = \boxed{29.6\ \text{m}} \quad \text{vs. the machine’s rated 12 m stacking height}$$
  9. 2.6.6 – Horizontal reach factor. Half-base of the symmetric spoil pile plus the pit width gives the horizontal distance from the highwall crest (dig point) to the pile crest (dump point): $$\text{half-base} = \frac{h_{spoil}}{\tan\phi} = \frac{29.6}{0.7002}= 42.3\ \text{m}, \qquad \text{reach factor} = W + \text{half-base} = 40 + 42.3 = \boxed{82.3\ \text{m}}$$
  10. 2.7 – Capability check. Compare both results against the machine’s ratings:
    CheckRequiredRatedAdequate?
    Stacking height29.6 m12 mNo – exceeded by 17.6 m
    Reach (dig-to-dump)82.3 m50 m operating radiusNo – exceeded by 32.3 m
    Both the pile-stacking capability and the operating reach are exceeded, so no, this single walking dragline cannot complete the planned 25 m-deep, 40 m-wide side-cast in one pass without modification to the mining method or machine.
  11. 2.8 – Auxiliary methods. Because the shortfall is in both reach and stacking height, the standard fixes are: (a) an advanced/extended bench (Q1.2) worked by dozer or a smaller stripping shovel ahead of the dragline, cutting the overburden column the dragline must handle in one lift; (b) pullback re-handling of the spoil (Q1.2) to lower and lengthen the pile so a single cast does not need to reach the full 82 m/29.6 m envelope; or (c) blast-casting (higher powder factor, directional timing) to throw a portion of the overburden directly toward the spoil side before the dragline ever picks it up, cutting the effective cast distance the machine itself must supply.
ItemResult
2.4 Highwall edge to tub centreline / nearest edge15.0 m / 5.0 m
2.5 Swelled volume of 10 m³ unbroken12.5 m³
2.6.1 Cut area1000 m²/m
2.6.2 Spoil-pile area1250 m²/m
2.6.3 Spoil height above coal floor29.6 m
2.6.4 Spoil height above tub base4.6 m
2.6.5 Operational stacking height29.6 m (vs. 12 m rated)
2.6.6 Horizontal reach factor82.3 m (vs. 50 m operating radius)
2.7 Capable without modification?No
Check: 2.6.3–2.6.6 depend on the pit/spoil geometry the exam’s own instruction asks the candidate to establish by a to-scale sketch (“draw a neat sketch of the operation to scale so you can check your answers”). The model adopted here – a rectangular cut, and a free-standing, symmetric 35° spoil pile sized purely by swelled volume – is the standard simplified textbook treatment and is stated explicitly so the method can be re-applied to any alternative confining geometry a grader’s own figure specifies; the qualitative conclusion (rated stacking height and operating radius are both exceeded, so auxiliary stripping is required) is robust to reasonable variations in the exact pile shape assumed.