- Asked 2/31
- 2074 Asoj · 8 marks
Mean angles, traverse ABCDA (2074 Asoj)
Short answer
Mean angles from face left/right: A 114°25′50″, B 100°35′50″, C 79°09′05″, D 75°12′35″. Observed sum 369°23′20″, error +9°23′20″; equal correction -2°20′50″ each. Adjusted angles: A = 112°05′00″, B = 98°15′00″, C = 76°48′15″, D = 72°51′45″.
The following observations were recorded in a theodolite traverse ABCDA. Compute the mean horizontal angles and adjust them if necessary.
| Inst. Station | Target Station | Horizontal circle reading Face Left | Face Right |
|---|---|---|---|
| A | D | 90°00′00″ | 269°59′30″ |
| B | 204°25′40″ | 24°25′30″ | |
| B | A | 90°00′00″ | 270°00′30″ |
| C | 190°36′10″ | 10°36′00″ | |
| C | B | 90°00′00″ | 269°59′50″ |
| D | 169°08′40″ | 349°09′20″ | |
| D | C | 90°00′00″ | 270°00′00″ |
| A | 165°12′40″ | 345°12′30″ |
Assumption: closed traverse ABCDA; the angle sum must be 360°.
Method. For each target the mean direction is found from the two faces:
The angle at a station = mean direction of the forward station - mean direction of the back station. For a closed traverse of sides, the sum of the interior angles must be ; the difference is the angular error, which is distributed equally among the angles (the angles are measured with the same instrument and care).
Field book and mean angles
| Inst. stn | Sighted to | Face L | Face R | Mean direction | Mean angle |
|---|---|---|---|---|---|
| A | D | 90°00′00″ | 269°59′30″ | 89°59′45″ | |
| B | 204°25′40″ | 24°25′30″ | 204°25′35″ | 114°25′50″ | |
| B | A | 90°00′00″ | 270°00′30″ | 90°00′15″ | |
| C | 190°36′10″ | 10°36′00″ | 190°36′05″ | 100°35′50″ | |
| C | B | 90°00′00″ | 269°59′50″ | 89°59′55″ | |
| D | 169°08′40″ | 349°09′20″ | 169°09′00″ | 79°09′05″ | |
| D | C | 90°00′00″ | 270°00′00″ | 90°00′00″ | |
| A | 165°12′40″ | 345°12′30″ | 165°12′35″ | 75°12′35″ |
Check and adjustment
Required sum = = 360°00′00″. Observed sum = 369°23′20″. Angular error = 369°23′20″ - 360°00′00″ = +9°23′20″. Correction per angle = -2°20′50″ (equal for all 4 angles).
| Angle at | Mean angle | Correction | Corrected angle |
|---|---|---|---|
| A | 114°25′50″ | -2°20′50″ | 112°05′00″ |
| B | 100°35′50″ | -2°20′50″ | 98°15′00″ |
| C | 79°09′05″ | -2°20′50″ | 76°48′15″ |
| D | 75°12′35″ | -2°20′50″ | 72°51′45″ |
| Sum | 369°23′20″ | -9°23′20″ | 360°00′00″ |
Answer: corrected horizontal angles: A = 112°05′00″, B = 98°15′00″, C = 76°48′15″, D = 72°51′45″.
Note on the data: the angular error computed from the readings as printed is about 9°23′, far larger than any acceptable error for a four-sided traverse (a few tens of seconds). So there must be a recording or printing mistake in the readings (for example in 204°25′40″ or 190°36′10″). In the field, such an error would mean the angles must be re-observed rather than adjusted. The equal-correction adjustment above is shown only to demonstrate the method on the values as printed; with correct data the same steps give a small error that is adjusted in the same way.
✓ Answer checked by Claude Opus 5.5 (high effort)
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