Civil Engineering - Surveying - Discussion
Discussion Forum : Surveying - Section 1 (Q.No. 47)
47.
For true difference in elevations between two points A and B, the level must be set up
Discussion:
6 comments Page 1 of 1.
Rimesh Jethara said:
8 months ago
The right Answer is A.
It is also called 2 peg method.
It is also called 2 peg method.
Baliram said:
2 years ago
Option B is the correct answer.
V.V.patel said:
5 years ago
Thanks @Pradeep.
Akki said:
5 years ago
I think option A is correct.
Pradeep Raghu said:
7 years ago
For the minimum error due to curvature and refraction, the level must be set such that back sight and foresight distances are equal.
Mohammed libinshad.k said:
8 years ago
We take in differential leveling for accuracy for sight = back sight.
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