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Surveying

Surveying
The method of surveying by triangulation was first introduced by the Dutchman Snell in

1615
1600
1650
1630

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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
Isocenter
Perspective centre
Principal point

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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 - tan β)/S
h tan α/S

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Surveying
The point on the celestial sphere vertically below the observer's position, is called

Nadir
Celestial point
Zenith
Pole

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

N23°30’W
N66°30’W
W23°30’N
S113°30’N

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Surveying
The relation between the air base (B), photographic base (b), flying height (H) and the focal length (f) of a vertical photograph, is

B = H/bf
B =f/bH
B = b/fH
B = bH/f

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