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Mining Engineering · Q191

Mine Surveying

Engineering and GATE · Mining Engineering · question 191

Q191

Two points A and B were 1000 m apart across a river. the following readings were taken with one level: Level near station Reading on A B A 1.5 2.8 B 1.4 2.6 The error in the collimation adjustment of the level was + 0.002m per 100m. Determine the correction for refraction.

Two points A and B were 1000 m apart across a river. the following readings were taken with one level:
Level near station Reading on
A B
A 1.5 2.8
B 1.4 2.6
The error in the collimation adjustment of the level was + 0.002m per 100m. Determine the correction for refraction.
A.
0.0450
B.
0.0485
Answer
C.
0.4850
D.
0.1850

Answer: Option B

Solution

Answer: Option B
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