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Surveying

Surveying
The true and mean suns occupy the same meridian at the same time on

September 1
June 14
All of these
April 15

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

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Surveying
The point on the photograph where bisector between the vertical line through optical centre of the camera lens and the plate perpendicular meets, is known as

Plumb point
Principal point
Isocenter
Perspective centre

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Surveying
In the quadrantal bearing system, a whole circle bearing of 293° 30′ can be expressed as

S113°30’N
W23°30’N
N23°30’W
N66°30’W

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Surveying
The difference of levels between two stations A and B is to be determined. For best results, the instrument station should be

closer to the higher station
as far as possible from the line AB
closer to the lower station
equidistant from A and B

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Surveying
The product of the distances of plumb point and horizon point of a vertical photograph from its principal point, is

½f
2f2
f2
3f2

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