- 2078 Kartik · 6 marks
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
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 C = 5 m (near) and D = 45 m (far), so the difference of sight lengths is 40 m.
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 m; error in the reading on D m.
Check: D C 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)
Related questions
- Two peg test and permanent adjustment · Surveying I, chapter 5 · asked 4×
- Two peg test: collimation inclined up or down · Surveying I, chapter 5
- Two peg, AB = 60 m, near A · Surveying I, chapter 5
- Collimation error with level mid-way and near B · Surveying I, chapter 5
- Factors of closing error; graphical adjustment · Surveying I, chapter 4
- Two peg test, AB 100 m, Q 10 m · Surveying I, chapter 5
- Anallatic tacheometer distance CD and gradient · Surveying II, chapter 2
- Length and bearing of CD from stations A, B · Surveying II, chapter 2
- Fault level: two 50 MVA generators, 50% reduction · Power Plant Equipment, chapter 4
- Fault level: two 25 MVA generators, 50% reduction · Power Plant Equipment, chapter 4