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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 B−A=0.250B - A = 0.250 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

Apparent difference=1.752−1.500=0.252 m\text{Apparent difference} = 1.752 - 1.500 = 0.252\ \text{m} e=0.252−0.250=0.002 m for the difference of sight lengths (45−5)=40 me = 0.252 - 0.250 = 0.002\ \text{m for the difference of sight lengths } (45 - 5) = 40\ \text{m}

Step 2: Magnitude and direction of the collimation error

Error per metre=0.00240=0.00005 m/m=120 000\text{Error per metre} = \frac{0.002}{40} = 0.00005\ \text{m/m} = \frac{1}{20\,000}

(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″ (0.00005×206265′′0.00005 \times 206265'').

Step 3: Correct readings with a horizontal line of sight (setup 2)

Error at A (5 m): 0.00005×5=0.000250.00005 \times 5 = 0.00025 m. Error at B (45 m): 0.00005×45=0.002250.00005 \times 45 = 0.00225 m.

A=1.500−0.00025=1.49975 m,B=1.752−0.00225=1.74975 mA = 1.500 - 0.00025 = 1.49975\ \text{m}, \qquad B = 1.752 - 0.00225 = 1.74975\ \text{m}

Check: 1.74975−1.49975=0.2501.74975 - 1.49975 = 0.250 m.

Step 4: Collimation precision ratio

Precision ratio=edifference of distances=0.00240=120 000\text{Precision ratio} = \frac{e}{\text{difference of distances}} = \frac{0.002}{40} = \frac{1}{20\,000}

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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