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04-BS-14 · December 2014

Question 13 of 21: Question 4, Part 4: Contour Map Three-Point Problem

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

Notes on this paper

04-BS-14 Geology – National Examinations, December 2014. Closed-book exam (Casio/Sharp-approved calculator permitted). The paper format asks for Questions 1–4 plus 1 of the 3 remaining Questions (5, 6 or 7); every question and every part is answered below.

Reference texts: Goodman, Engineering Geology: Rock in Engineering Construction; Freeze & Cherry, Groundwater; Marshak, Earth: Portrait of a Planet.

Question 4, Part 4: Contour Map Three-Point Problem (7 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.

Map reading (checked against the printed paper of source page 11): the west hill carries five closed contours at a 100 m interval, 200 (the outermost line, which encloses the whole map and is labelled "200" twice) through 300, 400, 500 and 600, with the "600" label printed on the innermost ring. X1 sits on that innermost ring (600 m), X2 on the labelled 300 m contour south of the east hill, and X3 on the outer 200 m contour at the map's north-east corner. Point A lies between the east hill's 400 m ring and its 300 m ring, slightly nearer the 400 m line, so its ground elevation is interpolated at about 355 m. Positions are scaled from the printed scale bar. Because they are read from the printed figure, expect about ±1° on the angles and ±10–15 m on the depth.

Given. Scale bar: 1000 m = 202.1 pt on the page (0 and 1000 m ticks at x = 141.75 and 343.88 pt), i.e. 4.947 m/pt. Map positions relative to X2 (East, North): X1 (−617, +498) m at 600 m; X2 (0, 0) at 300 m; X3 (+940, +599) m at 200 m; A (+490, +105) m, ground ≈ 355 m.

Find. (a) Strike and dip of the coal layer; (b) its outcrop pattern; (c) depth of the coal layer below point A; (d) apparent dip on a N90°E section.

Approach. Treat the three X's as three points of known (Easting, Northing, elevation) on the SAME planar coal seam (the classic "three-point problem"). Fit the plane $z = z_2 + aE + bN$ through the three points; the horizontal gradient $(a,b)$ gives the dip direction (steepest descent, along $(-a,-b)$) and the true dip $\tan\delta=\sqrt{a^2+b^2}$. Strike is perpendicular to the dip direction. Extrapolate the plane to A's map location for the seam elevation there, and subtract that from A's ground elevation to get the depth.

300 m 600 m 200 m X1 (600 m) X3 (200 m) X2 (300 m) A (ground ≈355 m) dip 21° to 134° N Plan view, 1 unit = 5 m; dashed = structure contours (N44°E)
Plan view of the three outcrop points (positions scaled from the map) with the fitted seam's structure contours (dashed, striking N44°E and spaced 264 m per 100 m of elevation) and the dip direction (red arrow, S46°E). Point A lies down-dip of the 200 m structure contour, so the seam is below 200 m there.
  1. (a) Fit the plane and extract strike/dip. Solving $z = 300 + aE + bN$ through X1 and X3 gives $a = -0.2737$ and $b = +0.2630$ (m per m). The seam therefore loses height toward the east and toward the south. The steepest-descent direction is $(-a,-b) = (+0.274, -0.263)$, i.e. azimuth $\approx 134^\circ$ (S46°E), and $\tan\delta = \sqrt{0.2737^2+0.2630^2} = 0.3796$, so the true dip is $\delta \approx \boxed{21^\circ}$ toward the south-east. Strike is perpendicular to that direction: $\boxed{\text{N44}^\circ\text{E}}$ (S44°W is the same line). Quick sense check: the highest point (X1, 600 m) is the north-westernmost, and the two lower points lie to its south-east (X2, 300 m) and east (X3, 200 m), so the seam must descend toward the SE.
  2. (b) Outcrop pattern. The outcrop trace is the line where the seam's elevation equals the ground elevation. Draw structure contours: straight lines striking N44°E, stepping down 100 m every $100/0.3796 = 264$ m toward the SE. Mark each point where structure contour $n$ crosses topographic contour $n$, then join those points. On this map the trace runs from X1 at the top of the west hill down that hill's east and south-east flank (it crosses the 500 m and 400 m contours about 264 m and 528 m down-dip of X1), through X2 on the 300 m contour, and then wraps around the lower flanks of the east hill to X3 on the 200 m contour. The east hill is capped by rock that overlies the seam, because the seam lies below 200 m beneath it. Where the trace crosses a valley it forms a V. Because the seam dips more steeply (21°) than any stream gradient on the map, the V's point in the dip direction, i.e. toward the SE (Rule of V's).
  3. (c) Depth of the coal layer at Point A. At A (E = 490 m, N = 105 m): $z_{\text{seam}} = 300 - 0.2737(490) + 0.2630(105) \approx \boxed{194\text{ m}}$. With the ground at A ≈ 355 m (interpolated between the 400 m and 300 m contours), the coal layer lies $355-194 \approx \boxed{160\text{ m}}$ below the surface at A. The answer shifts by the same amount as A's ground reading: if A is taken as right on the 400 m contour, the depth is about 205 m.
  4. (d) Apparent dip on a N90°E (due-east) section. Using $\tan\delta'=\tan\delta\cos(\varphi-\alpha)$ with dip direction $\varphi\approx134^\circ$ and section azimuth $\alpha=90^\circ$: $\tan\delta' = 0.3796\cos(44^\circ) = 0.2737$ (the same as $-a$, the seam's fall per metre east), so $\delta' \approx \boxed{15^\circ}$, downward toward the east. This agrees with X3, the easternmost point, being the lowest.
ItemResult
(a) StrikeN44°E
(a) True dip21° toward the SE (dip direction ≈ 134°)
(b) Outcrop patternX1 → E/SE flank of west hill → X2 → around lower flanks of east hill → X3; V's in valleys point SE (down-dip)
(c) Depth of coal at A≈ 160 m (seam at ≈194 m under ground at ≈355 m)
(d) Apparent dip, N90°E section≈ 15°, dipping toward the east