cos δ/cos λ
cos (90° - δ)/cos (90° - λ)
sin (90° - δ)/sin (90° - λ)
tan (90° + δ)/tan (90° + λ)
A. cos δ/cos λ
Nadir point
Iso centre
Principal point
All the above
Astronomical latitude
Astronomical longitude
Astronomical bearing
All of these
f/H sec θ
f sec θ/H
f/H
f/H cos ½θ
Isocenter
Plumb point
Principal point
None of these
Geodetic triangulation of greatest possible sides and accuracy is carried out
Primary triangles are broken down into secondary triangles of somewhat lesser accuracy
Secondary triangles are further broken into third and fourth order triangles, the points of which are used for detail surveys
All the above
1600
1615
1630
1650
Elevation of the elevated pole
Declination of the observer's zenith
Angular distance along the observer's meridian between equator and the observer
All the above
0.50 sq km
0.56 sq km
0.60 sq km
0.64 sq km
Is the period of time taken by the earth in making a complete rotation with reference to stars
Is slightly shorter than an ordinary solar day
Is divided into the conventional hours, minutes and seconds
All the above
9 cos α
9 sin α
9 tan α
9 cot α
Rational horizon
True horizon
Celestial horizon
All the above
Length of the equator between their longitudes
Length of the parallel between their longitudes
Length of the arc of the great circle passing through them
None of these
1000 km
800 km
600 km
500 km
Westward from the first point of Libra
Eastward from the first point of Aeries
Westward from the first point of Aeries
Eastward from the first point of Libra
24 %
36 %
40 %
60 %
When its altitude is maximum
When its azimuth is 180°
When it is in south
All the above
Base line of the left photograph of stereo pair
Base line of the right photograph of stereo pair
Sum of the base lines of stereo pair
Mean of the base lines of the stereo pair
Refraction correction is zero when the celestial body is in the zenith
Refraction correction is 33' when the celestial body is on the horizon
Refraction correction of celestial bodies depends upon their altitudes
All the above
Is prepared, by graphical method
Is suitable for large areas with less control
Is rapid and accurate
All the above
Nadir
Isocenter
Principal point
Plumb point
5100 nautical miles
5700 nautical miles
120 nautical miles
500 nautical miles
The angle between the plane of the negative and the horizontal plane containing perspective axis is the tilt of the photograph
The direction of maximum tilt is defined by the photo principal line
The principal plane is truly vertical plane which contains perspective centre as well as principal point and plumb point
All the above
1 m
2 m
4 m
8 m
8,000 m
10,000 m
12,000 m
14,000 m
March 21 to June 21
June 21 to September 21
September 21 to December 21
Both (a) and (b) of above
θ = z + δ
θ = δ - z
θ = 180° - (z + δ)
θ = (z + δ) - 180°
Opposite corners of a photograph
Nodal points of the camera lens
Corresponding points on the ground and photograph
Plumb points of stereo pair of photographs
1 in 12
1 in 10
1 in 8
1 in 6
Plane surveying
Geodetic surveying
Star observations
Planet observations
Meridian
Vertical circle
Prime vertical
None of these