Civil Engineering - Surveying
Exercise : Surveying - Section 7
6.
The method generally preferred to for contouring an undulating area, is
7.
If the declination of the needle is 10° W
8.
A level when set up 25 m from peg A and 50 m from peg B reads 2.847 on a staff held on A and 3.462 on a staff held on B, keeping bubble at its centre while reading. If the reduced levels of A and B are 283.665 m and 284.295 m respectively, the collimation error per 100 m is
9.
For taking offsets with an optical square on the right hand side of the chain line, it is held
10.
If the whole circle bearing of a line is 270°, its reduced bearing is
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