- 2063 Baisakh · 10 marks
Local attraction, S 40°30′ W traverse
Short answer
Local attraction suspected at B and C. Corrected fore bearings: AB S40°30' W, BC S80°00' W, CD N20°00' E, DA S80°00' E. Interior angles: A=59°30', B=140°30', C=60°00', D=100°00', sum 360°00'.
The following bearings were observed in case of a closed traverse. At what stations is local attraction suspected? Compute the corrected bearings and find the interior angles of the traverse.
| Line | F.B. | B.B. |
|---|---|---|
| AB | S 40°30′ W | N 41°15′ E |
| BC | S 80°45′ W | N 79°30′ E |
| CD | N 19°30′ E | S 20°00′ W |
| DA | S 80°00′ E | N 80°00′ W |
The bearings are converted to whole circle bearings: AB = S40°30′W = 220°30′ (BB 41°15′), BC = 260°45′ (BB 79°30′), CD = 19°30′ (BB 200°00′), DA = S80°00′E = 100°00′ (BB 280°00′). Line DA has FB − BB = 180°00′, so D and A are free; B and C are suspected.
Local attraction at a station is detected by comparing the fore bearing (FB) and back bearing (BB) of each line: if there is no local attraction at either end, exactly.
Step 1: Check each line
| Line | FB | BB | FB − BB | Remark |
|---|---|---|---|---|
| AB | S 40°30′ W | N 41°15′ E | 179°15′ | Differs by −0°45′ |
| BC | S 80°45′ W | N 79°30′ E | 181°15′ | Differs by +1°15′ |
| CD | N 19°30′ E | S 20°00′ W | 179°30′ | Differs by −0°30′ |
| DA | S 80°00′ E | N 80°00′ W | 180°00′ | Free, difference = 180° |
Line DA has a difference of exactly 180°, so stations D and A are free from local attraction. The other stations are corrected one after another, starting from A.
Step 2: Correct the stations in turn
- Line AB: FB at A = S 40°30′ W is correct. The correct BB is N 40°30′ E, observed N 41°15′ E, so the correction at B is −0°45′.
- Line BC: FB at B = S 80°45′ W with correction −0°45′ gives S 80°00′ W. The correct BB is N 80°00′ E, observed N 79°30′ E, so the correction at C is +0°30′.
- Line CD (check): FB at C = N 19°30′ E with correction +0°30′ gives N 20°00′ E. The correct BB is S 20°00′ W, which equals the observed value, so D needs no correction, as expected.
| Station | A | B | C | D |
|---|---|---|---|---|
| Correction | 0 | −0°45′ | +0°30′ | 0 |
Stations affected by local attraction: B, C.
Step 3: Corrected bearings
| Line | Observed FB | Correction | Corrected FB | Observed BB | Corrected BB |
|---|---|---|---|---|---|
| AB | S 40°30′ W | 0 | S 40°30′ W | N 41°15′ E | N 40°30′ E |
| BC | S 80°45′ W | −0°45′ | S 80°00′ W | N 79°30′ E | N 80°00′ E |
| CD | N 19°30′ E | +0°30′ | N 20°00′ E | S 20°00′ W | S 20°00′ W |
| DA | S 80°00′ E | 0 | S 80°00′ E | N 80°00′ W | N 80°00′ W |
Check: corrected FB − corrected BB = 180° for every line.
Corrections are in the whole-circle sense (+ is clockwise).
Interior angles from the corrected bearings
| Station | Interior angle |
|---|---|
| A | 59°30′ |
| B | 140°30′ |
| C | 60°00′ |
| D | 100°00′ |
Sum = 360°00′ (as required).
Answer: Local attraction is suspected at B and C. Corrected bearings (FB): AB = S 40°30′ W, BC = S 80°00′ W, CD = N 20°00′ E, DA = S 80°00′ E.
The interior angles computed from the observed bearings are A = 59°30′, B = 140°30′, C = 60°00′, D = 100°00′ (sum 360°00′), the same as those from the corrected bearings.
✓ Answer checked by Claude Opus 5.5 (high effort)
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