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Surveying

Surveying
The correction for parallax, is

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

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Surveying
α and β are the angles subtended by a point of elevation h at their air station with respective plumb points. Photo scale and focal length of the lens being ‘S’ and ‘f’ respectively. Parallax displacement of the point due to relief, is

h tan β/S
h (tan α - tan β)/S
h tan α/S
h (tan α + tan β)/S

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Surveying
The time interval between successive transits of the moon, is

24 hours 50 minutes
24 hours 10 minutes
23 hours 50 minutes
20 hours 25 minutes

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Surveying
For plane ground the scale of a vertical photograph will be same as that of a tiled photograph along the photo parallel through

Isocenter
Principal point
None of these
Plumb point

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Surveying
Closed contours, with higher value inwards, represent a

None of these
depression
plain surface
hillock

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Surveying
The negative sign is assigned to

All listed here
Correction for horizontal alignment
Reduction to mean sea level
Correction for slope

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