- 2080 Bhadra · 5 marks
Collimation error from 5 m and 45 m setup
Short answer
True difference: B lower by 0.250 m. Apparent: 1.752-1.500=0.252 m. Error=0.002 m over 40 m sight difference, error 0.00005 m/m (1/20000, 5 mm/100 m), line inclined upward. Correct readings: A=1.49975 m, B=1.74975 m.
During permanent adjustment of collimation error of a level machine, the instrument was set up at F, mid of two staff stations A and B, 50 m apart, giving true elevation difference to be 0.250 m. During the 2nd setup 5 m from A and 45 m from B gives staff readings to be 1.500 and 1.752 m. Find the magnitude and direction of collimation error. Also calculate the staff readings at A and B for the 2nd setup corresponding to the horizontal line of sight. Also calculate the collimation precision ratio.
Data: A and B are 50 m apart. Mid-point setup F gives the difference of staff readings m (B reads more, so B is lower than A by 0.250 m). Setup 2: 5 m from A and 45 m from B; readings A = 1.500 m, B = 1.752 m.
Step 1: Apparent difference and error
Step 2: Magnitude and direction of the collimation error
(that is 5 mm per 100 m, less than the usual limit of 10 mm per 100 m, so the instrument is within tolerance). The far staff B reads too high, so the line of collimation is inclined upward by about 10″ ().
Step 3: Correct readings with a horizontal line of sight (setup 2)
Error at A (5 m): m. Error at B (45 m): m.
Check: m.
Step 4: Collimation precision ratio
Answer: error = 0.00005 m per metre (1 in 20,000), line of collimation inclined upward; correct readings A = 1.49975 m (≈ 1.500), B = 1.74975 m (≈ 1.750).
✓ Answer checked by Claude Opus 5.5 (high effort)
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