- Asked 2/31
- 2076 Asoj · 6 marks
Mean angles, traverse ABCDA (2076)
Short answer
Mean directions computed; sum 360°02′55″, error +2′55″ equally distributed. Corrected angles: A=110°24′56.25″, B=90°15′31.25″, C=89°07′36.25″, D=70°11′56.25″.
The following observations were recorded in a theodolite traverse ABCDA. Rule out the proper field book and compute horizontal angles and adjust them if necessary.
| Instrument station | Target station | HCR Direct | HCR Reversed |
|---|---|---|---|
| A | D | 90°00′10″ | 269°59′40″ |
| B | 200°25′40″ | 20°25′30″ | |
| B | A | 89°59′30″ | 270°00′10″ |
| C | 180°16′10″ | 00°16′00″ | |
| C | B | 90°00′10″ | 270°00′10″ |
| D | 179°08′40″ | 359°08′20″ | |
| D | C | 89°59′50″ | 270°00′00″ |
| A | 160°12′40″ | 340°12′30″ |
Assumption: closed traverse ABCDA with four stations; angle sum must be 360°. Readings are booked in the standard field book form (instrument station, target station, face L, face R, mean direction, angle).
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′10″ | 269°59′40″ | 89°59′55″ | |
| B | 200°25′40″ | 20°25′30″ | 200°25′35″ | 110°25′40″ | |
| B | A | 89°59′30″ | 270°00′10″ | 89°59′50″ | |
| C | 180°16′10″ | 00°16′00″ | 180°16′05″ | 90°16′15″ | |
| C | B | 90°00′10″ | 270°00′10″ | 90°00′10″ | |
| D | 179°08′40″ | 359°08′20″ | 179°08′30″ | 89°08′20″ | |
| D | C | 89°59′50″ | 270°00′00″ | 89°59′55″ | |
| A | 160°12′40″ | 340°12′30″ | 160°12′35″ | 70°12′40″ |
Check and adjustment
Required sum = = 360°00′00″. Observed sum = 360°02′55″. Angular error = 360°02′55″ - 360°00′00″ = +0°02′55″. Correction per angle = -0°00′43.75″ (equal for all 4 angles).
| Angle at | Mean angle | Correction | Corrected angle |
|---|---|---|---|
| A | 110°25′40″ | -0°00′43.75″ | 110°24′56.25″ |
| B | 90°16′15″ | -0°00′43.75″ | 90°15′31.25″ |
| C | 89°08′20″ | -0°00′43.75″ | 89°07′36.25″ |
| D | 70°12′40″ | -0°00′43.75″ | 70°11′56.25″ |
| Sum | 360°02′55″ | -0°02′55″ | 360°00′00″ |
Answer: corrected horizontal angles: A = 110°24′56.25″, B = 90°15′31.25″, C = 89°07′36.25″, D = 70°11′56.25″.
✓ Answer checked by Claude Opus 5.5 (high effort)
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