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Surveying

Surveying
From the principal point the horizon point lies on the principal line at a distance of

f sin θ
f tan θ
f cos θ
f cot θ

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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 β/S
h (tan α - tan β)/S
h tan α/S

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Surveying
The foot of the perpendicular on the picture plane through the optical centre of the camera lens, is known as

Isocenter
Perspective centre
Principal point
Plumb line

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Surveying
The latitude of a place was obtained by subtracting the declination of a star from its zenith distance, the observed star was between

Horizon and equator
Equator and zenith
Pole and horizon
Zenith and pole

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Surveying
According to Napier's Rules of circular parts for a right angled triangle, sine of middle part equals the product of

Cosines of two adjacent parts
Both (A) and (B) above
Tangents of two adjacent parts
Sines of two adjacent parts

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Surveying
The station which is selected close to the main triangulation station, to avoid intervening obstruction, is not known as

Pivot station
Eccentric station
False station
Satellite station

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