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Two peg: closing error and precision of level

Short answer

Closing error +0.020 m in 40 m, precision 1:2000, line inclined upward. Correct staff readings: C = 1.4975 m, D = 1.9025 m.

During permanent adjustment of level by two peg method the following observations were made on staffs C and D held vertically 50 m apart on fairly level ground. Instrument at E, mid of CD: staff reading at C = 1.455 and staff reading on D = 1.860. Instrument at F such that CF = 5 m and DF = 45 m: staff reading on C = 1.500 and staff reading on D = 1.925. Find the magnitude and direction of closing error and precision of the instrument. What is the reading in C and D with respect to the horizontal line of sight?

Data: C and D are 50 m apart. Instrument at E (mid-point): C = 1.455 m, D = 1.860 m. Instrument at F with CF = 5 m and DF = 45 m: C = 1.500 m, D = 1.925 m.

Step 1: True difference of level (instrument at the mid-point)

With equal sight lengths the collimation error cancels, so

True difference (D−C)=1.860−1.455=0.405 m (D is lower than C)\text{True difference (D} - \text{C)} = 1.860 - 1.455 = 0.405\ \text{m}\ (\text{D is lower than C})

Step 2: Apparent difference from the second setup

Apparent difference (D−C)=1.925−1.500=0.425 m\text{Apparent difference (D} - \text{C)} = 1.925 - 1.500 = 0.425\ \text{m}

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 C = 5 m (near) and D = 45 m (far), so the difference of sight lengths is 40 m.

e=apparent−true=0.425−0.405=+0.020 me = \text{apparent} - \text{true} = 0.425 - 0.405 = +0.020\ \text{m} Error per metre of sight=0.02040=0.0005 m/m,collimation precision=12000\text{Error per metre of sight} = \frac{0.020}{40} = 0.0005\ \text{m/m}, \qquad \text{collimation precision} = \frac{1}{2000}

This is 50 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 error is positive: the far staff D reads too much, and the error grows with distance, so the line of collimation is inclined upward.

Step 4: Correct readings for a horizontal line of sight (second setup)

Error in the reading on C =0.0005×5=+0.0025= 0.0005 \times 5 = +0.0025 m; error in the reading on D =0.0005×45=+0.0225= 0.0005 \times 45 = +0.0225 m.

C=1.500−0.0025=1.4975 m,D=1.925−0.0225=1.9025 mC = 1.500 - 0.0025 = 1.4975\ \text{m}, \qquad D = 1.925 - 0.0225 = 1.9025\ \text{m}

Check: D −- C =1.9025−1.4975=0.405= 1.9025 - 1.4975 = 0.405 m, equal to the true difference.

Answer: the closing (collimation) error is 0.020 m in 40 m, that is 0.0005 m per metre or 1 in 2000 (25 mm over a 50 m sight); the line of collimation is inclined upward. The precision of the instrument is 1 in 2000, which is poor, so it needs adjustment. With respect to a horizontal line of sight the readings are C = 1.4975 m and D = 1.9025 m (the readings 1.500 and 1.925 less the errors 0.0025 and 0.0225).

✓ Answer checked by Claude Opus 5.5 (high effort)

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