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Surveying

Surveying
Intersection method of detailed plotting is most suitable for

forests
hilly areas
plains
urban areas

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

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Surveying
The distance between the projection centre and the photograph, is called

Principal line
Principal distance
Focal length
Isocentric distance

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Surveying
If the altitudes of a star at its upper and lower transits are 60° 30' and 19° 30' respectively, the latitude of the place, is

60°
45°
30°
35°

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Surveying
The orthogonal projection of the perspective centre on a tilted photograph, is called

Nadir
Isocenter
Principal point
Plumb point

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Surveying
If the intercept on a vertical staff is ob-served as 0.75 m from a tacheometer, the horizontal distance between tacheometer and staff station is

7.5 m
25 m
75 m
50 m

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