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Surveying

Surveying
The correction for parallax, is

+ 8".8 cos α
+ .8" sin α
- 8".8 cos α
- 8".8 cos α

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Surveying
The station pointer is generally used in

Hydrographical surveying
Astronomical surveying
Triangulation surveying
Photogrammetric surveying

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Surveying
In the double application of principle of reversion, the apparent error is

half the true error
four times the true error
equal to true error
two times the true error

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Surveying
Direct method of contouring is

adopted for large surveys only
suitable for hilly terrains
a quick method
most accurate method

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Surveying
With the rise of temperature, the sensitivity of a bubble tube

None of these
decreases
remains unaffected
increases

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Surveying
The principal line is the line joining the principal point and

Isocenter
Perspective centre
None of these
Nadir

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