24-MMP-A4 Mine Valuation and Mineral Resource Estimation · May 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
EGBC National Exam — Mining and Mineral Processing Engineering, 09-MMP-A4 Mine Valuation and Mineral Resource Estimation, 2018-May. 3 hours duration; closed book, with one handwritten 8.5×11 in. reference sheet (both sides) permitted; only an approved Sharp or Casio calculator allowed. Question 1 is compulsory (40 marks, parts 1.1–1.9); candidates then select THREE of the five optional Questions 2–6 (20 marks each) to complete the paper.
Reference texts: Isaaks & Srivastava, An Introduction to Applied Geostatistics (variogram modelling, kriging estimators); Hustrulid, Kuchta & Martin, Open Pit Mine Planning and Design (mine valuation, cut-off grade theory, incremental analysis); Gentry & O'Neil, Mine Investment Analysis (Canadian mining taxation, cash flow/risk, smelter contract terms, NSV/NSR); SME Mining Engineering Handbook, 3rd ed. (ore deposit models, mineral exploration/evaluation stages, equipment utilization); O'Hara, T.A., “Quick Guides to the Evaluation of Orebodies,” CIM Bulletin, Feb. 1980 (parametric capital-cost estimating); CIM Definition Standards for Mineral Resources and Mineral Reserves / National Instrument 43-101 (resource/reserve classification and reporting).
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.
In the source sketch, sample iii sits closest to the estimation point, with sample i at intermediate distance and sample ii clearly the most distant of the three — that relative geometry is used qualitatively below, since the sketch gives relative positions only, not a coordinate grid or the exact medium-variogram parameters.
4.2.1 The simple-kriging matrix. The square, symmetric n×n matrix of the FITTED variogram (or equivalently covariance) model evaluated between every pair of the n data samples used in the estimate, $$[\Gamma]_{jk} = \gamma(h_{jk}) \quad \text{or} \quad [K]_{jk}=C(h_{jk})$$ — it encodes how correlated the samples are with EACH OTHER (not just with the point being estimated), which is what lets kriging avoid double-counting information from clustered/redundant samples.
4.2.2 Matrix and input vectors. Solving the SK system $$[\Gamma]\,\mathbf{w} = \mathbf{b}, \qquad b_j = \gamma(h_{j0})$$ requires two inputs derived purely from the fitted variogram model and the sample/point geometry: the left-hand matrix [Γ] (sample-to-sample distances hjk run through the model), and the right-hand vector b (sample-to-ESTIMATION-POINT distances hj0 run through the same model). Both are obtained by measuring the geometric separations from the sketch/drillhole coordinates and evaluating the already-fitted “medium average representative” variogram at each of those separations — no new field data is needed once the model is fitted. Solving for w gives the weight on each sample; the simple-kriging estimate is then $$Z^*_{SK}=m+\sum_j w_j\,[z(x_j)-m]$$ using the assumed stationary mean m.
4.2.3 Why weights need not sum to unity. Simple kriging assumes a KNOWN, constant mean m and estimates the deviation from that mean as a weighted combination of the samples' own deviations; unbiasedness is guaranteed through the (1−Σwj) weight implicitly applied to the known mean itself, not by forcing Σwj=1. Consequently the weights only need to minimize estimation variance, and in general (especially when samples are far from the point, weakly correlated, or redundant with each other) the minimizing weights sum to something LESS than 1, with the shortfall effectively assigned to the known mean — unlike ORDINARY kriging (Question 4.3), which does not assume a known mean and therefore must constrain Σwj=1 explicitly to remain unbiased.