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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 stationTarget stationHCR DirectHCR Reversed
AD90°00′10″269°59′40″
B200°25′40″20°25′30″
BA89°59′30″270°00′10″
C180°16′10″00°16′00″
CB90°00′10″270°00′10″
D179°08′40″359°08′20″
DC89°59′50″270°00′00″
A160°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:

Mean direction=Face L+(Face R±180∘)2\text{Mean direction} = \frac{\text{Face L} + (\text{Face R} \pm 180^\circ)}{2}

The angle at a station = mean direction of the forward station - mean direction of the back station. For a closed traverse of nn sides, the sum of the interior angles must be (n−2)×180∘(n-2) \times 180^\circ; 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. stnSighted toFace LFace RMean directionMean angle
AD90°00′10″269°59′40″89°59′55″
B200°25′40″20°25′30″200°25′35″110°25′40″
BA89°59′30″270°00′10″89°59′50″
C180°16′10″00°16′00″180°16′05″90°16′15″
CB90°00′10″270°00′10″90°00′10″
D179°08′40″359°08′20″179°08′30″89°08′20″
DC89°59′50″270°00′00″89°59′55″
A160°12′40″340°12′30″160°12′35″70°12′40″

Check and adjustment

Required sum = (4−2)×180∘(4-2) \times 180^\circ = 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 atMean angleCorrectionCorrected angle
A110°25′40″-0°00′43.75″110°24′56.25″
B90°16′15″-0°00′43.75″90°15′31.25″
C89°08′20″-0°00′43.75″89°07′36.25″
D70°12′40″-0°00′43.75″70°11′56.25″
Sum360°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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