- 2072 Chaitra · 6 marks
Collimation: level 5 m from B on AB produced
Short answer
Collimation error -0.015 m in 50 m, precision 1:3333, line inclined downward. Correct staff readings: A = 1.6465 m, B = 1.5615 m.
A levelling instrument was set up exactly midway between two pegs 50 m apart at A and B. The staff readings were 1.875 and 1.790 m respectively. The level was shifted to a point 5 m from B on the line AB produced and the staff readings at A and B were 1.630 and 1.560 m. Determine the correct staff readings when the line of collimation is exactly horizontal during the 2nd set up.
Data: A and B are 50 m apart. Setup 1 at the mid-point: A = 1.875 m, B = 1.790 m. Setup 2 at a point 5 m beyond B on the line AB produced (so B is 5 m and A is 55 m from the instrument): A = 1.630 m, B = 1.560 m.
Step 1: True difference of level (instrument at the mid-point)
With equal sight lengths the collimation error cancels, so
Step 2: Apparent difference from the second setup
Step 3: Error and collimation precision
The reading error of a staff is proportional to its distance from the instrument. In the second setup the distances are A = 55 m and B = 5 m, so the difference of sight lengths is 50 m.
This is 30.0 mm per 100 m of sight, which is more than the usual permissible limit of about 10 mm per 100 m (1 in 10,000) for ordinary levelling, so the instrument needs adjustment.
The readings are too small and the error grows with distance (the far staff reads too little), so the line of collimation is inclined downward.
Step 4: Correct readings for a horizontal line of sight (second setup)
Error in reading on A m; error in reading on B m.
Check: A B m, equal to the true difference.
Answer: with a horizontal line of sight the readings in the second setup are A = 1.6465 m and B = 1.5615 m; the line of collimation is inclined downward and the precision is 1 in 3333 (30 mm per 100 m), which needs adjustment.
✓ Answer checked by Claude Opus 5.5 (high effort)
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